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PR(1�.TECT MANgTAL
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HMAC SURFACE OVEItLAY (2013-��� �CRETAR�'
C011ii'RA�TT �. C :
At `Various I:oeations
City Project No. 02092
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared �y
The City of Fo�t ��ort�i
TRANSPQRTATION AND PUBLIC �'ORKS
2013
OFFICIAL RECORL!
GITY SECIR�'�'�4RX
F'i'. iM011��� '�
�'ECEIVED �Ulu 2 0 2093
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M&C Review
CITY COUNCIL AGENDA
Page 1 of 2
O�cial site of the City of Fort Worth, Texas
F�RT ��'ORTII
__,,,�`_.
COUNCIL ACTION: Approved on 5/21/2013 - Ordinance No. 20762-05-2013 & 20763-05-2013
DATE: 5/21/2013 REFERENCE C-26272 LOG NAME: 2020HMAC SURFACE
NO.: OVERLAY 2013-4
I..
CODE: C TYPE: CONSENT HEARING: NO
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of
$1,587,340.80 for Hot Mix Asphaltic Concrete Surface Overlay 2013-4 at Multiple
Locations Throughout the City of Fort Worth, Provide for Project Cost and Contingencies
for a Project Total in the Amount of $1,666,707.80 and Adopt Appropriation Ordinances
(COUNCIL DISTRICTS 2, 3, 5, 8 and 9)
RECOMMENDATION:
It is recommended that the City Council:
1. Authorize a transfer in the amount of $793,670.40 from the Water and Sewer Fund in the amounts
of $396,835.20 to the Water Capital Projects Fund and $396,835.20 to the Sewer Capital Projects
Fund;
2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in
the Water Capital Projects Fund in the amount of $396,835.20 and the Sewer Capital Projects Fund
in the amount of $396,835.20 from available funds; and
3. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of $1,587,340.80 for
Hot Mix Asphaltic Concrete Surface Overlay 2013-4 at multiple locations as listed on the attachments
provided.
DISCUSSION:
These street overlay projects will be undertaken in conjunction with a separate utility contract for
replacement of water and sewer lines. The Transportation and Public Works and Water Department
share in these resurfacing costs in lieu of trench repair under the utility contract. Transportation and
Public Works' share on this contract will be $793,670.40, which is available in the 2013 Contract
Street Maintenance 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 percent of the
contract award.
This project was advertised for bid on February 21, 2013 and February 28, 2013, in the Fort Worth
Star-Teleqram. On March 21, 2013, the following bids were received:
Bidders Amount
JLB Contracting, LLC $1,587,340.80
Peachtree Construction, Ltd. $1,666,707.80
Advanced Paving $1,746,958.10
In addition to the Contract amount, additional funds are required for miscellaneous construction and
other non-subsidiary items in the amount of $79,367.00.
M/WBE Office: JLB Contracting, LLC, is in compliance with the City's BDE Ordinance by committing
to 14 percent MBE participation on this project. The City's MBE goal on this project is 13 percent.
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=18392&councildate=5/21/2013 5/31/2013
M&C Review
These projects are located in COUNCIL DISTRICTS 2, 3, 5, 8 and 9.
Page 2 of 2
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Contract Street Maintenance Fund, and upon approval of the above
recommendations and adoption of the attached appropriation ordinances, funds will be available in
the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer
Capital Projects Fund.
TO Fund/Account/Centers
1 & 2) P253 476045
6081702092ZZ
1 & 2) P258 476045
70817012092ZZ
2) P253 541200
608170209283
2) P258 541200
708170209283
FROM Fund/Account/Centers
$396,835.20 1) PE45 538040 0609020 $396,835.20
1) PE45 538040 0709020 $396,835.20
$396,83520 3) P253 541200
608170209283 $396,835.20
$396,835.20 3) P258 541200
708170209283 $396,835.20
$396,835.20 3) C293 541200
208620209283 $793,670.40
Submitted for City Manager's Office bv:
Originating Department Head:
Additional Information Contact:
Fernando Costa (8476)
Douglas W. Wiersig (7801)
Kristian Sugrim (8902)
ATTACHMENTS
� 2020HMAC SURFACE OVERLAY 2013-4 P253 A013.doc
2020HMAC SURFACE OVERLAY 2013-4 P258 A013.doc
� 20HMAC 2013-4 MAP PAGE 1.pdf
; 20HMAC 2013-4 MAP PAGE 2.pdf
20HMAC 2013-4 MAP PAGE 3.pdf
� 20HMAC 2013-4 MAP PAGE 4.pdf
�� 20HMAC 2013-4 MAP PAGE 5.pdf
ll
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http://apps.cfwnet.org/council�acket/mc_review.asp?ID=18392&councildate=5/21/2013 5/31/2013
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Biddets
00 35 13 Conflict of Interest Affidavit
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 11 Biddeis Pre-qualifications
00 45 12 Prequalifcation Statement
00 45 13 Bidder Prequali�cation Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority 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 Genei�al Conditions
00 73 00 Supplementary Conditions
Division O1 - General Requirements
O1 11 00 Summaiy of Work
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 45 23 Testing and Inspection Services
O1 50 00 Temporaiy Facilities and Controls
O1 55 26 Street Use Permit and Modifications to Traffic Control
O1 58 13 Temporary Project Signage
O1 70 00 Mobilization and Remobilization
O1 71 23 Construction Staking
O1 74 23 Cleaning
O1 77 19 Closeout Requirements
O1 78 39 Project Record Docurnents
Division 02 - Existing Conditions
02 41 15 Paving Removal
Division 31 - Earthwork
31 23 16 Unclassified Excavation
Division 32 - Exterior Improvements
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
00 00 00 - �
TABC,E OF CONTENTS
Page 1 of 2
HMAC SURFACE OVERLAY (2013-4)
City Project No. 02092
00 00 00 - z
TABLE OF CONTENTS
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32 11 33
32 12 16
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32 16 13
32 17 23
32 91 19
32 92 13
Cement Treated Base Courses
Asphalt Paving
Concrete Sidewalks, Driveways and Bai•rier Fi•ee Ramps
Concrete Curb and Gutters and Valley Gutte�s
Pavement Markings
Topsoil Placement and Finishing of Parkways
Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 OS 17 Concrete Collars [To he conapleted in early 2012.%
Division 34 - Transportation
34 71 13 Traffic Control
Technical Specifications listed below are included for this Project by refe►•ence and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://pro'�ectpoint. buzzsaw.com/client/fortworth�ov/ResoLuces/02%20-
%20Construction%20Documents/Specifications
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
�� � n� r� r�; ,.�, „a �xi„ n.. oa u, ., ��,� o r„ �i;
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GC-6.07 Wage Rates
GC-6,09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
SP-01 Special Provisions
SP-02 Roadbond EN 1 Soil Stabilizer
35 �ND OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2013-4)
Ciry Projec! No. 02092
000s lo-�
MAYOR AND COUNCIL COMMUNICATION (M&C)
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SECTION 00 OS 10
MAYOR AND COUNCIL COMMi1NICATION (M&C)
�Assernbler: For Coiztract Documei�t executiorz, ��emove this page and r•eplace with the appT•oved
M&C for the cnvard of the projecl�. M&C insert shall be o�z blue paper�.J
20 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
000515-I
ADDENDA
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SECTION 00 OS 15
ADDENDA
[Assen�bler: For Contr•act Doczmzei�t execZrtiol�, r�er��ove this page ai�d ��eplace ti-vith any adc�enda
issiied dzrring biddii�g.J
END OF SECTION
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURrACE OVERLAY (2013-4)
02092
001113-1
INVITATION TO BIDDERS
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SECTION 00 11 13
INVITATION TO BIDDERS
REC�IPT OF BIDS
Sealed bids for the construction of HMAC SUItFACE OVERLAY (2013-4), 02092, will be
received by the City of Fort Worth Purcl�asing Office:
City of Fort Worth
Purchasing Division
1000 Throclanorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, March 21, 2013, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
38,000 S.F. Remove and Replace Existing Concrete Driveway
1,020 S.F. New 4" Concrete Sidewalk
60,850
15,650
S.Y
L.F
31,410 S.Y.
22,020 S.Y.
250 GAL.
4,250 S.F.
2" HMAC Surface Course, Type D
Remove and Replace Existing Curb & Gutter
8" Pavement Pulverization
2" Surface Milling
RoadBond EN1Soi1 Stabilizer
Remove and Replace Concrete Sidewalk
PREQUALII'ICATION
The improvements included in this project, which require prequalification, must be performed by
a contractor who is prequali�ed by the City at the time of bid opening. The procedures for
qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS.
DOCUMENT EXAMINATION AND PROCUR�MENTS
The Bidding and Contract Documents rnay be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth ov.or�/purchasin�/ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Conh•act Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased fi•om:
Pamela Forehand, 817-392-7913, City of Fort Worth, Transportation and Public Works, 1000
Throckinorton St., Fort Worth, TX 76102
The cost of Bidding and Contract Documents is: $30.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-4)
02092
001113-2
INVITATION TO BIDDERS
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PR�BID CONF�IZENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and tilne:
DATE: Tuesclay, Marct� 12, 2013
TIM�: 9:00 A,M.
PLACE: Transportation and Public Worlts, 1000 Throcicmo�•ton St., RM#: 270, Fort
Worth, TX 76102
LOCATION: Municipal Building, 2"d Floor
CITY'S RIGHT TO ACCEPT OR REJ�CT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
INQUIRI�S
All inquiries relative to this procurement should be addressed to the following;
Attn: Kristian Sugrim, City of Fort Worth
Email: Kristian.Sugrim@fortworthtexas.gov
Phone; 817-392-8902
ADVERTISEMENT DATES
Februaiy 21, 2013
Februa�y 28, 2013
25 END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-4)
02092
�
00 21 13 - 1
1NSTRUCTIONS TO BIDDERS
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SECTION 00 21 13
1NSTRUCTIONS TO BIDDERS
l. De�ned 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, firm, partnership, company, association, or co�poration acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2, Nonresident Bidder: Any person, firm, pai�tnership, 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 ei7•ors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequaliiication of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received fi�om contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are as follows:
3.1.1. Paving — Requirements document located at;
https://proj ectpoint.buzzsaw.com/fortworth gov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving
%20Contractor%20Prequalification%20Pro�ramlPREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
3,1.3, Water and Sanita�y Sewer — Requirements document located at;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-4)
02092
00 21 13 - 2
TNSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.2. Each Bidder unless ctu•rently prequalified, must be prepared to submit to City veithin
2 seven (7) calendar days prior to Bid opening, the docun�eutation identified in Section 00
3 45 11, BIDDERS PREQUALIFICATIONS.
4
5 3.2.1. Submission of and/or questions related to prequalification should be addressed to
6 the City contact as provided in Paragraph 6.1.
7
9 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low
10 bidder(s) for a project to submit such additional information as the City, in its sole
11 discretion may i•equire, including but not limited to manpower and equipment records,
12 information about key persoimel to be assigned to the project, and construction schedule,
13 to assist the City in evaluating and assessing t11e ability of the appacent low bidder(s) to
14 deliver a quality product and successfully complete projects for the amount bid within
15 the stipulated time fi•ame. Based upon the City's assessment of the submitted
16 information, a reco�nmendation regarding the award of a contract will be made to the
17 City Council. Failure to submit the additional information, if requested, may be grounds
18 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
19 notified in writing of a recommendation to the City Council,
20
21 3.4, In addition to prequalification, additional requirements for qualification may be i•equired
22 within vai•ious sections of the Contract Documents.
23
24 4. Examination of Bidding and Contract Documents, Othe►• Related Data, and Site
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26 4.1. Before submitting a Bid, each Bidder sllall:
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28 4.1.1, Examine and carefully study the Contract Documents and other i•elated data
29 identi�ed in the Bidding Documents (including "technical data" referred to in
30 Paragraph 4.2. below). No information given by City or any representative of the
31 City other than that contained in the Contract Documents and officially
32 promulgated addenda thei•eto, 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, performance or furnishing of the Work.
41 4.1.4.
42 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or
43 contiguous to the Site and all drawings of physical conditions relating to existing
44 surface or subsurface structures at the Site (except Underground Facilities) that
45 have been identified in the Contract Documents as containing reliable "technical
46 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
47 at the Site that have been identiiied in the Contract Documents as containing
48 reliable "technical data."
49
CITY OF FORT WORTH HMAC Surface Overlay (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised November 27, 2012
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
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4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after proinulgation 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 tl�ereto, shall be
binding upon the City.
4.1.7. Perfor•m 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 necessaiy for submission of a
Bid. Bidder must �ll all holes and clean up and restore the site to its former
conditions upon completion of such explorations, investigations, tests and studies,
4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the
cost of doing the Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessary for full and complete information upon which the proposal is to be based.
It is understood that the submission of a proposal 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 actuaily
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.9. 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 permiited to malce such corrections or interpretations as may
be deemed necessaiy 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 struchires (except Underground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-4)
02092
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3, copies of such repoi�ts and drawings will be made available by City to any Bidder
2 on i•equest. Those reports and drawings may not be pai-t of the Contract
3 Documents, but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn fi•om any "technical data" or
7 any other data, interpretations, opinions or information.
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9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
10 that Bidder has complied with every requirenlent of tl�is Pai•agraph 4, (ii) that without
11 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedures of construction (if any) that may be shown or indicated or expressly required
14 by the Contraci Documents, (iii) tl�at Bidder has given City written notice of all
15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for perfoi•ming and furnishing the
20 Work.
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22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the Generat Conditions, unless specifically identified in the Contract
25 Documents,
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27 5. Availability of Lands for Worlc, Etc.
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29 5.1. The lands upon which the Work is to be performed, rights-of-way and easements foi•
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities, construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for pei•manent structures or pei•manent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
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38 5,2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementa�y Conditions. In the event the necessary right-
40 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project,
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44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits, and shall submit a schedule to the City of how
46 construction will proceed in the other areas of tlie project that do not requii•e per•mits
47 and/or easements.
48
49 6. Interpretations and Addenda
50 �
CITY OF FORT WORTH HMAC Surface Overlay (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised November 27, 2012
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INSTRUCTIONS TO BIDDERS
Page S of 9
6. l. 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 clari�cations will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Kristian Sugrim,Transportation & Public Works
Fax: 817-392-8092
EmaiL• Kristian.Sugrim@Fortworthtexas.govPhone; 817-392-8902
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
CITy.
Addenda or clarifications may be posted via Buzzsaw at >
6.3. https://projectpoint.buzzsaw.com/client/fortworth�ov/Infi�asti�ucture%20Projects/02092%20-
%20HMAC%20Sut'face%200verlav%20%282013-4%29%2050 50>.
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 necessaiy
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 payabie to City in an amount of �ve
(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 exciusive 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 November 27, 2012
HMAC Surface Overlay (2013-4)
02092
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 9. Liquiciated Damages
2 Provisions for liquidated damages are set forth in the Agreement.
3
4 10. Substitute and "Or-Equal" Items
S The Coutract, if awarded, will be on the basis of materials and equipment described in the
6 Bidding Documents without consideratiou of possible substitute or "or-equal" items.
7 Whenever it is indicated or specified in the Bidding Documeiits that a"substitute" or "or-
8 equal" itein of material or equipment may be fiu•nished 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 Agt•eement. The pi•ocedure for submission of any such application by Contractoi•
11 and consideration by City is set foi•th in Paragl•aphs 6.05A., 6.OSB, and 6.05C. of the General
12 Conditions and is supplemented in Section O 1 25 00 of the General Requirements.
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11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretaiy. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractoi•/Supplier Utilization Form, Prime Conti•actor
Waivei• Form and/or Good Faith Effoi�t Form with documentation and/or Joint
Venture Form 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 fi�om the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive,
11.2. No Conti•actor shall be required to employ any Subcontractor, Supp(ier, other person
or organization against whom Contractor has i•easovable objection.
12. Bid Form
12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained fi•om 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 inlc 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 woi•ds "No Bid,"
"No Change," or "Not Applicable" may be entei•ed. Bidder shall state the prices,
wc•itten 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,
In case of discrepancy between pi•ice in written woi•ds and the pi•ice in written
numerals, the price in written words shall govern.
46 12.3, Bids by corporations shall be executed in the corporate name by the president or a
47 vice-president or other corporate officei• accompanied by evidence of authority to
48 sign. The corpoi•ate seal shall be affixed, The corporate address and state of
49 incorporation shall be shown below the signature.
50
CITY OF FORT WORTH HMAC Surface Overlay (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised November 27, 2012
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 name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
signature.
12,5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign, The state of formation of
the firin and the official address of the firm shall be shown.
12.6.
12.7,
12,8.
12.9.
Bids by individuals shall show the Bidder's name and official address.
Bids by joint ventures shall be executed by each joint velrturer in the manner
indicated on the Bid Form. The official address of the joint venture shall be shown.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12,11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
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 addt•ess 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 modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
CITY OF FORT WORTH HMAC Surface Overlay (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised November 27, 2012
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 whei•e Bids are to be submitted. An
3 abstract of the amounts of the base Bids and majoi• alternates (if any) will be made available
4 to Biddeis after the opening of Bids.
5
6 16. Bids to Remain Subject to Acceptance
7 All Bids will remain subject to acceptance for the time period specified for Notice of Award
8 and execution and deliveiy 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, iilcluding 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 reseives
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. Discrepa�lcies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and �gures
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 Bidder�s, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the otl�er or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has perfoi7ned a prior conti•act in an unsatisfactoty manner, or
Bidder has uncompleted worlc which in the judgment of the City will prevent or
hinder the prompt completion of additional worlc if awarded,
17.2. City may consider the quali�cations and eaperience of Subcontractors, Suppliers, and
other persons and oiganizations proposed for those portions of the Worlc as to which
the identity of Subcontractois, 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, pei•foy�mance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior to the
Notice of Award.
17,3. City may conduct such investigations as City deems necessary to assist in the
eva(uation of any Bid and to establish the responsibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Supplieis and other persons and
oi•ganizations to perform and fui•nish the Work in accoi•dance with the Contract
Documents to City's satisfaction within the prescribed time,
49 17.4. Contractor shall perform with liis own organization, work of a value not less than
50 35% of the value embraced on the Contract, unless otherwise approved by the City.
51
CITY OP PORT WORTH HMAC Surface Overlay (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised November 27, 2012
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 evaluatiou 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 Nom�esident 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 i•equired 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 conh�act 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, Certificates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
�ND OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
HMAC Surface Overlay (2013-4)
02092
00 35 13
BID FORM
Page 1 of 1
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 also
be downloaded from the website links provided below.
http://www.ethics.state.tx.us/forms/CIQ. pdf
htta://www. ethics. state, tx. us/forms/C IS. pdf
�
�
�
CIQ Form is on file 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
BIDDER:
Company Name Here By: Printed Name Here
Address Here
Address Here or Space
City, State Zip Code Here
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Signature:
Titie:
Title Here
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_8id Proposal Workbook.xls
003513
BID FORM
Page 1 of 1
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 also
be downloaded from the website links provided below.
http://www.eth ics.state.bc. us/forms/C IQ. pdf
http://www.ethics.state.tx. us/forms/CIS. pdf
�
■
■
CIQ Form is on file 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
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
END OF SECTION
By: James G Humphrey
Signature: L_�yr�--�' �� �-J�—�'� �
`_.,,
Title: Senior Vice President
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
00 41 00
BID FORM
Page 1 of 3
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.: 2092
Units/Sections
1. Enter Into Agreement
PAVEMENTIMPROVEMENT
HMAC SURFACE OVERLAY (2013-4)
MU�TIPLE LOCATIONS
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificia�, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
00 41 00 00 43 13_00 42 43 00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
HMAC Surface Overlay Heavy Maintenance and all items directly associated with the paving.
' a.
b.
c.
d.
4. Time of Completion
0o a� o0
BID FORM
Page 2 of 3
4.1. The Work will be complete for Final Acceptance within 150 calendar days after the date when
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 00 41 00_00 43 13_00 42 43 00 43 37_00 45 12 00 3513 Bid Proposal Workbook
00 41 00
BID FORM
Page 3 of 3
$0.00
$0.00
$0.00
$0.00
$1,587,340.80
This Bid is submitted on Thursday, March 21, 2013 by the entity named below.
6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Total Base Bid <use this if applicable, otherwise delete>
Alternate Bid <use this if applicable, otherwise delete>
Deductive Alternate<use this if applicable, otherwise delete>
Additive Alternate <use this if applicable, otherwise delete>
Total Bid
7. Bid Submittal
Respectfully submitted,
� _ _ �, ,, ,1��,___,,�- -
By. -`�,�; `�-
`• (Signature)
James G Humphrey
� (Printed Name)
Titie: Senior Vice President
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation: Texas
Email:
Phone: 817-261-2991
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
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00 41 00_00 43 13 00 42 43_00 43 37_00 4512 00 3513 Bid Proposal Workbook
Project Item Infonnation
S�CTION 00 42 43
PROPOSAL FOFtM
uu az a3
DID PROPOSAL
Pnge I of 2
Bidder's Application
UNIT PRICE BID
Bidder's Proposal
4 9999.0000 Remove / Replace Concrete Curb and Gutter 02 41 15 LF 15650 $22.55
__ _ _ . __ _ _ _
5 3216.0102 New 7" Concrete Curb and Gutter 32 16 13 LF 100 $21.50
g 9999.0000 6" Remove/ Repiace Concrete Driveway 02 41 13 SF 38000 $6.35
7 3213.0401 New 6" Concrete Driveway 32 13 20 SF 100 $6.35
g 3213.0451 Remove / Replace Exposed Aggregate Driveways 32 13 20 SF 50 $10J5
_._ _ _ . _ __. ... __...... _ _.
9 9999.0000 Remove / Repiace existing ramps with standard ADA ramps ( 02 41 13 EA 22 $970.00
_ __ _ __. . _ _ _ _ _. ._
10 9999.0000 New ADA ramps (with detectable warning dome -tile 02 41 13 EA 2 $970.00
. _ , - � ...
11 3305.0108 Miscellaneous Structure Adjustment (5' Storm Drain Iniet 33 05 14 EA 3 $860.00
�2 3305.0108 Miscellaneous Structure Adjustment (10' Storm Drain Iniet 33 05 14 EA 4 $1,290.00
__.. _ _ _.. _ ..
13 9999.0000 Remove/Replace Concrete Vailey Gutter 02 41 15 SY 150 $77.50
_ . . __ __. __ _ __ _.. _ _ _ _ _ _ ._
�q 3216.0301 6" Concrete Valley Gutter 32 16 13 SY 350 $87.00'
, .,_ . . . _. ,� ,.
15 3343.0101 6" Perforated Underdrain Pipe 33 46 00 LF 50 $16.50
_ . _.
�g 3124.0101 Crushed Limesto�e 31 24 00 CY 50 $52J0
_ __ _.._. _ _.._.... _ __.
�7 3123.0101 Unclassified Excavation 31 23 16 CY 300 $20.30
_ __ __.. __ __ __ __ __.. __ . _.. __
� g 0241.1700 8" Pavement Pulverization 02 41 15 SY 31410 $3.75
�g 3211.0600 Cement Modification (131bs.lsy) 32 11 33 TN 210 $100.00
._._. _ _. __,_ _ _ __ _ _ _
Zp 9999.0000 RoadBond EN 1 Soil Stabilizer GA 250 $115.00
_.....__. _.._.... _ _ ___... _ _......... __ _ . __.
2� 3124.0101 Asphalt Pavement and Base Repair 31 24 00 CY 380 $207.00
__ _
22 3212.0600 Asphalt Pavement Level Up 32 12 16 TN 10 ,.$136.00
_. ..
23 3212.0302 2" Asphait Pavement Type D 32 12 16 SY 60850 $8.71
24 0241.1502 Pavement Wedge Miiling (2" to 0" Depth, 5' Wide) 02 41 15 SY 3720 $3.76
_ _ ._ _...._. _... _ _ _. _ _ _ _ . ....... _ ___ .. _...
25 0241.1506 2" Surface Milling 02 41 15 SY 22020 $1.46
_. _ _ _._-. _. __ __.._ ___ _ __ _._
2g 9999.0000 Butt Joint-Milling 02 41 15 EA _ 9 $270.00
... _
27 3212.0900 Crack Sealing of Existing Pavement 32 12 73 GA 6 _ $68.00
pg 9999.0000 Painting House Addresses EA 224 $16.00
. _ _ .. __._ _ _... __ _... __ __.. ___._._ _.
2g 3292.0100 Block Sod Placement 32 92 13 SY 3361 $5.40
_ _...._ _.__ __ ____ _ _ _.... __. _... ___.
30 3305.0107 Miscellaneous Structure Adjustment (Water Meter Box) 33 05 14 EA 14 $39.00
. ..... ._.
31 3305.0108 Miscellaneous Adjustments (Utilities) 00 05 08 LS 1 $6,000.00
_ __
32 3305.0111 Water Valve Box Adjustments (w/ Steei Riser) 33 05 14 EA 13 $130.00
_ _. _... _.. __.._.. __.._ __.. ____._ _...- _.. _....._._ _____
33 3305.0112 Water Valve Box Adjustments (w/ Concrete Collars) 33 05 17 EA 23 $275.00
_ __ _.. _. _ __
34 3349.0101 Manhole Adjustments (w/ Steel Riser) 33 49 10 EA 17 $265.00
35 3305.0112 Manhole Adjustments (w/ Concrete Collars) 33 05 17 EA 31 $540.00
Bidlist Description Specification Unit of Bid Quantity Unit Price Bid Value
Item No. Section No. Measure
1 9999.0000 Remove / Replace Sidewalk 02 41 13 SF 4250 $4.30 _$18,275
_ _ _ _ _ . _ _ __
2 3213.0301 New 4" Concrete Sidewalk 32 13 20 Sf 1020 $4.30 $4,386
3 3213.0351 Remove / Replace Exposed Aggregate Sidewalk 3213 20 SF 40 $10.75 $430
__ _ _._ _ _ _ . _ __ . _ _
Bid Summa
Base Bid
52,907.50
____ _ .._.
$2,150.00
41,300.00
$635.00
$5,160.00
_..__
11,625_,00
30,450.00
$825.00
$2,635.00
_.
$6,090.00'
____
17 787.50
21,000.00
.
28,750.00
___..
78 660.00
$1,360.00
30,003.50
13,987.20
_.
32,149.20
___ ..
$2,430_.00
$408.00
$3,584.00
_.__ -__
18,149.40
_._..
$546.00
$6,000.00
$1 690..00
$6,325.00
$4,505.00
16.740.00
DeducHve Alternate Bid
CITY OF FORT NORTH
STANDARD CONSTRUCTION SPECIFtCAT10N DOCUMENTS
. Fofm Revised 20120120 00 4 t 00_00 43 13_OU 42 43_00 43 37_00 45 12_00 35 13_Bid Proposa114orkbook
Alternate Bid
Total Alteruate Bid
00 d2 d3
BID PROPOSAL
Page 2 of 2
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Project Item Infonnation
Bidlist
Item No.
Description
Bidder's Application
Bidders Proposal
Specification Unit of gid Quantity Unit Price Bid Value
Section No. Measure
Total Deductive Alternate l3id
AddiHve Altern�te Bid
Total Additive Alternate I3id
Tota1 Bid $1,587,340.80
CITY OF FORT NORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS
Farm Revised 20120120
UU 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 t3_Bid Proposal WorAbook
00 43 37
VENDOR COMPLIANCE TO STAtE LAW
Page 1 of 1
SEC710N 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This
law provides that, in order tp be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate o�ces or principal place of business are outside the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in
order to obtain a comparable contract in the State which the nonresidenYs principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of , our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business o�r company or our parent company or majority owner is
in the State of Texas. ���
.�
Company Name Mere
Address Here
Address Here or 5pace
City, State Zip Code Here
J�--� �""g ���z ��`"��'� "�y: Printed Name Here
�� �a -,C. Z�- � 31
�d,Q i ...� <� ,�� � �' i !c°
'7G�� �z4
// �_.�-----
<.- �
(Signature)
Title: Title Here //��' � � � � r � ��
Date: �/2- � / � �j
GND OF SECTION
CIIY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 00 41 00 00 4313_00 42 43 00 43 37_p0 45 12_00 3513_Bid Proposal Workbook.xls
00 45 12
BID FORM
Page 1 of 1
SECTION 00 4512
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
HMAC Surface Overlay Heavy
Maintenance and all items JLB Contracting, LLC Jan-15
directly associated with the
paving.
0
0
0
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
Y_ .>_ �- ../J -�-�=---� -�`--_�_
` (Signature)
Title: Senior Vice President
Date: r� j �-r / �--�
,
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
I '
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1%
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01820. 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:
JL CONTRACTIN ,�,� By: �mL�s �• /�r���N��`Y
Company (Please Print)
• �� - � � .
s• � �i °_.,,�
� � -
_" �_,� °�)a"
• ,:_..�
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
Signature•- _. .-� r .i5-��-- ._ _� "
�
Title: v�/1 -YI�G �/Lr,SiDc/�
(Please Print)
�
0
BEFOR ME, th un ersigned authority, on this day personally appeared
1 S %�m�''ffQG' , known to me to be the person whose name is
subscribed to the foregoing ins rument, and acic�owledged to me that he/she executed the same as
the act and deed of for the purposes and
consideration therein expressed an in stated.
GIVEN IJNDER MY HAND AND SEAL OF OFFICE this /dTH day of
�UA/� , 20 J�.
. �
ota Public in and f r the State of Texas
END OF SECTION
.-...�.....
�.�"�rrn��,,' '---�_"'_—__��.
;sa�" °a, LINDA OI�PHANi
'`�: Notary Public, State of Texas
� %r//� FaFS�.`,,� My Commission Expires
,� ,,,,,,,�� March 10, 2017
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
FORT WORTH
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
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 applies to this bid.
MBE PROJEC7 GOALS
The City's MBE goal on this project is �� % of the total bld (Base bid applies to Parks and Community Services).
Nofie: If both MF3E 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 Enterprise 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.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in
person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shali be
evidence that the City received fhe documentafion in the time allocated. A faxed copy wilf nof be accepted.
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: 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 the bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effart and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no MBE participation; opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed goal. opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at (817) 212-2674.
Rev. 5/30/12
005243-1
Agreement
Page 1 of 4
2
3
4
5
6
7
SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on Mav 21, 2013 is made by and between the City of Forth
Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
("City"), and JLB Contractin�, LLC, authorized to do business in Texas, acting by and through
its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
I1
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16
17
18
19
20
21
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PI�L'..T��T
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
HMAC SURFACE OVERLAY (2013-4)
02�92
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.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 150 days after the date when the
24 Conh•act Time commences to run as provided in Paragraph 2.03 of the General Conditions.
25 3.3 Liquidated damages
26
27
28
29
30
31
32
33
34
35
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 specified 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 and Fifty 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.
HMAC Surface Overlay (2013-4)
02092
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
005243-2
Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 City agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of ONE MILLION FIVE HUNDRED EIGHTY
39 SEVEN THOUSAND THREE HUNDRED FORTY DOLLARS AND EIGHTY CENTS
40 ($1,5$7,340.80).
41 Article S. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between City and
44 Contractor concerning the Work consist of the following:
45 l. This Agreement.
46
47
48
49
50
51
52
53
54
55
56
5'7
58
59
60
61
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
h. �arrsnt Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
£ Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MBE and/or SBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67
68
E�
70
71
72
73
74
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
P.greemenY and, if :ssued, 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 August 17, 2012
HMAC Surface Overlay (2013-4)
02092
005243-3
Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and emptoyees, from and against any and all
claims arising out of, or alleged to arise out of, the woxk 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 ouerate
and be effective even if it is alle�ed or nroven that all or some of the damages bein,g
sou�ht were. caused, in whole or in nart, bv any act, omission or ne�ligence of the city.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be perforrned by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indernnification
provision is specificallv intended to ouerate and be effective even if it is alle�ed or
qrovgn that all or some of the dama�es being sou�ht were caused. in whole or in qart,
by any act, omission or ne�li�en�e of the ���.
Article 7. NIISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement which are deiined in Article 1 of the General Conditions will
99 have the meanings indicated in the General Conditions.
100 7.2 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the City.
103 7.3 Successors and Assigns.
104 City and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
107 7.4 Severability.
108 Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110 remaining provisions shall continue to be valid and binding upon CITY and
111 CONTRACTOR.
112 7.5 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents is performable in the State of
114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC Surface Oveday (2013-4)
02092
II
00 52 43 - 4
Agreement
Page 4 of 4
I 16 7.6 Other Provisions.
117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
118 classifed, promulgated and set out by the City, a copy of which is attached hereto and
119 made a part hereof the same as if it were copied verbatim herein.
120 7.7 Authority to Sign.
121
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128
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor,
iN WTTNESS WHF,RFnF, City and Contractor have executed this Agreement in multiple
counterparts,
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor: �LB CON7RACTING, LLC
By: '~`�ll; ,,,�� _�� ,/_ � .�" �� ._
`�— (Signature)
.�ian�rs fl /�I�/�/2G j�
(Printed Name)
Tit1e: ,5/1
City of Fort Worth
BY� ��ii%YZ.Gi�'�Q� �/�..�--
Fernando Costa
Assistant City Manager
Daie (o ZO /3 J
Attest: / �� �-- �
City Secreta� j;� , � ,�,U.tii�
. �
(Seal) �.%� p.�'t, �lt�
/�
Address:
� M&C C' ���;� � �1z.
. � 24131 Date: °� fz� /I �
� r �,i � , , �..,� , 764�4
129
130
131
132
133
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137
City/State/Zip: Approved as to Form and Legality:
;�, � c ��..: r,�.� �Gr Koz-�
Date - �ouglas W. Black� ,, , , � �, e < �� � � Y- r ��
Assistant City Attorney
APPROVAL RECOMMENDED:
�- ) c , ( J , t_ .�1�...�_ .
,"
Douglas� . Wiersig, P.E.
DIRECTOR,
Transportation & Public Works
�FFICIAL REC06t�
�1'ii( SECRETARY
�'i'. VYCI�t'�'�, '�`�t
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August i i, 2012
��
��
�'���f'
�
G�
d
�
Y
HMAC Surface Overlay (2013-4)
02092
1
2
3
4
5
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10
SECTION 00 61 13
PERFORMANCE BOND
00 61 13 - 1
PERFORMANCE BOND
Page l of 2
Bond No. 6067195
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, _JLB CONTRACTING, LLC , known as "Principal" herein and
WESTFIELD INSi)RANCE COMPANY , a corporate surety(sureties, if more
than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation
11 created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, ONE
12 MILLION, FIVE HUNDRED EIGHTY-SEVEN THOUSAND, THItEE HUNDRED
13 FORTY DOLLARS AND EIGHTY CENTS ($1,587,340.80), lawful money of the United
14 States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and
15
16
truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
17 WHEREAS, the Principal has entered into a certain written contract with the City
18 awarded the 21ST day of MAY , 2013 , which Contract is hereby referred to and made a part
19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
20
21
22
23
other accessories defined by law, in the prosecution of the Work, including any Change Orders,
as provided for in said Contract designated as HMAC SITItFACE OVERLAY (2013-4), 02092
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
shall faithfully perform it obligations under the Contract and shall in all respects duly and
24 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
25 specifications, and contract documents therein referred to, and as well during any period of
26 extension of the Contract that may be granted on the part of the City, then this obligation shall be
27 and become null and void, otherwise to remain in full force and effect.
28
29
30
PROVIDED FiJRTHER, 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
�'Jorth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
Bond No. 6067195
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said 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 lOTH day of JiJNE , 20 13 .
6
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ATTEST:
/li
(P ' cip 1) Secretary
n �� ) �
�� ' z �_ -, L
Witness' to Surety Elizabeth Gra}�
PRINCIPAL:
JLB CONTRACTING, LLC
BY: '-�%��.,,a--� /,� .l �___.��' '� �' .
`- Signature
� m ES • J r /��6 J� � �� 6Ji���
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 The date of the bond shall not be prior to the date the Contract is awai•ded.
CITY OF FORT WORTH HMAC. SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
Name and Title
00 61 14 - 1
PAYMENT BOND
Page I of 2
Bond No. 6067195
1
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THE STATE OF TEXAS
COUNTY OF TAItRANT
SECTION 00 61 14
PAYMENT BOND
§
§ KNOW ALL BY TH�SE PRESENTS:
§
That we, JLB CONTRACTING, LLC , known as "Principal"
herein, and WESTFIELD INSURANCE COMPANY , a corporate surety
(sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
(whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
penal sum of ONE MILLION, FIVE HUNDRED EIGHTY-SEVEN THOUSAND, TI3REE
HiTNDRED FORTY DOLLARS AND EIGHTY CENTS ($1,587,340.80), lawful money of
the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum
well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and
assigns, jointly and severally, frmly by these presents:
WHEREAS, Principal has entered into a certain written Contract with City, awarded
the 21ST day of MAY , 20 13, 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 HMAC SURFACE OVERLAY (2013-4), 02092
22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defned in
24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
26 force and efFect.
27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
29 accordance with the provisions of said statute.
30
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
00 6l 14 - 2
PAYMENT BOND
Page 2 of 2
Bond No. 6067195
�
2
3
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7
8
9
10
I1
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and offcers on this the IOTH day of JUNE , 20 13 .
ATTEST:
ATTEST:
(Surety) Secretary
,
;� � ,
��,�,� J � > , !,
Witness' s to Surety Elizabe Gray
PRINCIPAL:
JLB CONTRACTING, LLC
BY: � �-:y�� /� �� J , —� �-�� _
S i��ature
�rn = . Um�t/ = �. CE �;�5/i��
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
:
S
COMPANY
Kvle W. Sweeney, Attorney-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
I��1�) �F.`1 DZ�II� [�)_►1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
::N'�C SURFACE OVERLAY (2013-4)
02092
00 61 19 - 1
MAINTENANCE BOND
Page I of 3
Bond No. 6067195
1
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SECTION 00 61 19
MAINTENANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§ KNOW ALL BY THESE PRESENTS:
§
8 That we JLB CONTRACTING LLC , known as "Principal" herein
9 and WESTFIELD INSURANCE COMPANY , a corporate surety (sureties, if more
10 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
11 one or more), are held and frmly bound unto the City of Fort Worth, a municipal corporation
12 created pursuant to the laws of the State of Texas, known as "City" herein, in the sum of ONE
13 MILLION, FIVE HUNDRED EIGHTY-SEVEN THOUSAND, TI�2EE HUNDRED
14 FORTY DOLLARS AND EIGATY CENTS ($1,587,340.80), lawful money of the United
15 States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly
16 be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally, frmly by these presents.
18
19 WHEREAS, the Principal has entered into a certain written contract with the City awarded
20 the 21ST day of MAY , 20 13 , which Contract is hereby referred to and a made part hereof
21 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other
22 accessories as defined by law, in the prosecution of the Work, including any Work resulting from
23 a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract
24 and designated as HMAC SURFACE OVERLAY (2013-4), 02092; and
25
26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
27 accordance with the plans, specifications and Contract Documents that the Work is and will
28 remain free from defects in materials or workmanship for and during the period of rivo (2) years
29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
30
31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
32 upon receiving notice from the City of the need thereof at any time within the Maintenance
33 Period.
34
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
1
2
3
4
5
6
7
8
9
10
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13
14
15
16
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19
00 61 19 - 2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067195
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 (egal 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 SPECIFICAT[ON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
00 61 19 - 3
MA[NTENANCE BOND
Page 3 of 3
Bond No. 6067195
2
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it
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IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the lOTH day of JUN� , 2013 .
PRINCIPAL:
JLB CONTRACTING, LLC
BY: �—k-",y,i �� �.� _2_-����
�- Signature
ATTEST:
(Surety) Secretary
,�
��1,L2 �-� i ,
Witness a to Surety Elizabeth Gray
�m� .�/ r��/��L J�. IC� �S��t�ii
Name and Title
Address: P.O. Box 24131
Fort Worth. Texas 76124
SURETY:
W�STFIELD INSURANCE COMPANY
��� � �
BY: �
nature
K le W. Sweene Attorne -in act
Name and Title -
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
H��AC SURFACE OVERLAY (2013-4)
02092
ATTEST ,
,
rin ' al) Secretary
IMPORTANT NOTICE
To obtain information or make a compiaint
You may call Westfield Insurance Company's
and/or Ohio Farmers insurance Company's
toll-free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(c�tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar ai numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLlZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
---- - -.. .. — -.. . ---.._. ...,. �..��_ . . . . .,_ ....,., �....�.. _-----
POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW.
General
Power
POWER NO. 4220052 06
Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
Ohio Farmers Insurance Co.
CERTIFIED COPY Westfieid Center, Ohio
Know All Men by These Presents, That WESTFIELO INSURANCE COMPANY, WESTFIELD NATIONA� INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and coilectively as 'Compa�ies," duly
organized and existing under the laws of the State of Ohio, and having its principai office in Westfield Center, Medina County, Ohio, do by these
presents make, constitute and appoint
' CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERAILY
of FORT WORTH and State of TX its true and lawfui Attorney(s)-in-Fact, with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship------------------------------------------------------------- .
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK �EPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the premises. Said appointment is made unde� and by authority of the following resolution adopted by the Board of Oirectors of each of the
WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
"Be It Resolved, that the President, any Senior Executive, any Secretary or any Ffdelity & Surety Operations Executive or other Executive shali
be and Is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney-ln-Fact. may be given full power and authority for and in the name of and on behaif of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary."
"8e !t Further Resoived, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting
held on February 8, 2000).
In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONA� INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior 6cecutive and their corporate seais to be hereto affixed this 20th day of
APRIL A.D., 2011 .
Corporate �SYp.(,�'""',�+�,
Seais trQ\`,,..»••..,,C�,�
�X2d��vT r0i� � ���t
f N � ��,'��,N�.� i v
�.��`-w.'�`.�,` `�'�'
State of Ohio '"""'�
County of Medina ss.:
; ,,,a�.��(�NAt ,,y'�.
'. ;S'G':
LL� • /�� ••:C,:
N; SEC]li .m:
:zi'. •:O ;
� ••* ' � ,, �.
'•�,�.���,��,,,.,
s
s ; 1648 , ;
* ' ..�' . ' 4
WESTFIELD INSURANCE COMPANY
WESTFIELO NATIONAI. INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
��� , .
By:
Richard L. Kinnaird, Jr., National Su�ety Leade� and
Senio� Executive
On this 20th day of APRIL A.D., 2011 , before me perso�aliy came Richat'd L. Kinnai�d, Jr. to me known, who, being by me duly
sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Executive of WESTFIE�D INSURANCE COMPANY, WESTFIELO
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companfes described in and which executed the above
instrument; that he k�ows the seais of said Companies; that the seals affixed to said instrument are such corporate seais; that they were so affixed
by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order.
Notarial , � ,
Seal ; ` a� A�L, S''., •
�xed ,�P,. .
Q,. ������//%'..F'� �
z�—`�`!'r .
• • Wiiliam J. Kaheli�, A rney at �aw, Notary Public
State of Ohio =:N� ��o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
County of Medina ss.: -z y �.'
'`�...rE. b F O r°-'
i, Frank i�. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIE�D NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
' Companies, whlCh is sti�l in fuli force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are
in full force and effect. th
tn Witness Whereof, i have hereunto set my hand a�d affixed the seals of said Compani2s at Westfie4d �r,nter, Ohio, this 1 � day of
' June
�0��1� ��k�F `�
r v. .s3r
� � t�p
� i ���.�, : ro
�`•• ��
�� "� � �'.�
2 � i 3 ,,,�,N,.,,,,,
�Q.',�� ,�c ��,,
P,• -.SG� :
: ��+.
; N; SE.AL ��x `
:�•. . �'o:
• � •* • ,,
••�,,.���,,,�,�•
_
s ; 1�4� ;�
* ' ._� _. ' •
�i�'�~ " ^' ' � � ,
�l
� M� SQCtY1RtJ�
Frank A. CarrinQ, 5ecretary
BPO�+,C2 (combined) (06-02)
'
STANDARD GEl�tERAL CONDITIONS
O� THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABL� OF CONTENTS
Page
Article 1— Definitions and Tertninology .......................................................................................................... l
1.01 Defined Terms ............................................................................................................................... l
1.02 Tei7ninology ..................................................................................................................................6
Article2 — Preliminary Matters .........................................................................................................................7
2.01 Copies of Documents ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Woric .......................................................................................................................... 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 ............................................................................ 8
3.01 Intent .............................................................................................................................................. 8
3.02 Reference Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies ....................................................................................... 9
3,04 Amending and Suppleinenting Contract Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................10
3.06 Electronic Data ............................................................................................................................11
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l 1
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 Envirorunental Condition at Site ..............................................................................14
Article5— 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 ........................................................................................................19
6.01 Supervision and Superintendence ...............................................................................................19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
6.02
6.03
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6,11
6.12
6,13
6.14
6.15
6.16
6.17
6.18
6.19
6.20
6.21
6.22
6.23
6,24
Labor; Worlcing Hours ................................................................................................................20
Seivices, Materials, and Equipment ...........................................................................................20
ProjectSchedule .......................................................................................................................... 21
Substitutes and "Or-Equals" .......................................................................................................21
Concerning Subcontractors, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
PatentFees and Royalties ........................................................................................................... 26
Peimitsand Utilities ....................................................................................................................27
Lawsand Regulations .................................................................................................................27
Taxes...........................................................................................................................................28
Use of Site and Other Areas ....................................................................................................... 28
RecordDocuments ...................................................................................................................... 29
Safetyand Protection ..................................................................................................................29
SafetyRepresentative .................................................................................................................. 30
Hazard Communication Programs .............................................................................................30
Emergencies and/or Rectification ............................................................................................... 30
Submittals.................................................................................................................................... 31
Continuingthe Worlc ................................................................................................................... 32
Contractor's General Warranty and Guarantee ..........................................................................32
Indemnifcation......................................................................................................................... 33
Delegation of Professional Design Services ..............................................................................34
Rightto Audit .............................................................................................................................. 34
Nondiscrimination....................................................................................................................... 35
Article7- Other Worlc at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination ................................................................................................................................36
Article 8 - City's Responsibilities ...................................................................................................................36
8.01 Communications to Contractor ................................................................................................... 36
8.02 Furnish Data ................................................................................................................................36
8.03 Pay When Due ............................................................................................................................ 36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders ............................................................................................................................. 36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on City's Responsibilities ....................................................................................... 37
8.08 Undisclosed Hazardous Environmental Condition ....................................................................37
8.09 Compliance with Safety Program ............................................................................................... 37
Article 9- City's Observation Staius During Construction ..........................................................
9.01 City's Project Representative ....................................................................................
9.02 Visits to Site ...............................................................................................................
9.03 Authorized Variations in Work .................................................................................
9.04 Rejecting Defective Work .........................................................................................
9.05 Determinations for Worlc Performed .........................................................................
9.06 Decisions on Requirements of Contract Documents and Acceptability of Worlc....
................. 37
................. 37
.................37
................. 38
................. 38
.................38
................. 38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCtJMENTS
Revision: August 17, 2012
Article 10 — Changes in the Worlc; Claims; Extra Worlc ................................................................................ 38
10,01 Authorized Changes in the Worlc ............................................................................................... 38
10.02 Unauthorized Changes in the Worlc ........................................................................................... 39
10.03 Execution of Change Orders .......................................................................................................39
10,04 Extra Worlc ..................................................................................................................................39
10,05 Notification to Surety .................................................................................................................. 39
10.06 Contract Claims Process .............................................................................................................40
Article 11— Cost of the Worlc; Allowances; Unit Price Worlc; Plans Quantity Measurement ......................41
11.01 Cost of the Worlc .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Worlc ..........................................................................................................................44
11.04 Plans Quantity Measurement ...................................................................................................... 45
Article 12 — Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12,02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Worlc ......................48
13.01 Notice of Defects ........................................................................................................................48
13.02 Access to Worlc ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Worlc ........................................................................................................................49
13.05 City May Stop the Worlc ............................................................................................................. 49
13.06 Correction or Removal of Defective Wor1c ................................................................................50
13,07 CorrectionPeriod ........................................................................................................................50
13,08 Acceptance of Defective Wor1c ...................................................................................................51
13,09 City May Correct Defective Worlc ............................................................................................. 51
Ar-ticle 14 — Payments to Contractor and Completion .................................................................................... 52
14.01 Schedule of Values ...................................................................................................................... 52
14.02 Progress Payments ...................................................................................................................... 52
14.03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Partial Utilization ........................................................................................................................55
14.05 FinalInspection ...........................................................................................................................SS
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 Worlc and Termination ........................................................................................57
15.01 City May Suspend Wor1c .............................................................................................................57
15,02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
Article 16 — Dispute Resolution .............................
16.01 Methods and Procedures ....................
................................................................
... 61
...61
�
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augiut 17, 2012
Article17 — Miscellaneous ..............................................................................................................................62
17.01 Givii�g Notice ..............................................................................................................................62
17.02 Computation of Times ................................................................................................................ 62
17.03 Cumulative Remedies .................................................................................................................62
17.04 Suivival of Obligations ...............................................................................................................63
17.05 Headings ......................................................................................................................................63
t CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
tienerai �onait�ons
Page l of 63
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Docuinents include references to identified articles and paragraphs,
and the titles of other documents or forms.
l. Addenda—Written or graphic instiuments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Worlc.
3. Application. for Payment—The form acceptable to City which is to be used by Contractor
during the cou�se of the Worlc in requesting progress or final payments and which is to be
accoinpanied 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 asUestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration,
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bicl—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. Biddirzg Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Biddif�g Requirenzents—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10, Business Day — A business day is defined as a day that the City conducts noimal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. BZ�zzsaw — City's on-line, electronic document management and collaboration system.
12. Calenda�° Day — A day consisting of 24 hours ineasured fi•om midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS
Revision: August 17, 2012
lieneral l:ondit�ons
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13. Cl�ange 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 inunicipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its Ciiy
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Woi�th is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Worlc is to be
performed.
15. City Attorizey — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City CouiZcil - 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 Clazm—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 teims 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. Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents,
21. Conh^act Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Cont�act Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Worlc so that it is ready for Final Acceptance.
23. Contractor—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 definition.
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25. Dainczge Clairns — A demand for money or se�vices arising from the Project or Site fi•om a
thii�d party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless othei-wise defined, shall mean a Calendar Day.
27. Director of Avration — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Drrector of Parks arad Comrr�unity Services — The officially appointed Director of the Parlcs
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Di��ector of Plai�ning ar�d Development — The officially appointed Director of the Planning
and Development Depai-tment of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportcrtion Pzrblr.'c Wor�l�s — The officially appointed Director of the
Transportation Public Worlcs Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Wczte�° Depar�tn2ent — The ofiicially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawzngs—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�°eenzent—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means tlle date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional worlc made necessaiy by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Doeuments. Extra worlc shall be part of the Worlc.
36. Field Order—A written order 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 Work
specified in the Contract Documents has been completed to the satisfaction of the City,
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38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Worlc, and each and every part or appurtenance thereof, fully, entirely, and in
confoi-�nance with the Contract Documents.
39. General Requirements—Sections of Division 1 of the Contract Documents.
40. Hazar�dozrs Enviro�zmental Condition—The presence at the Site of Asbestos, PCBs,
' Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may preseni a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
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 AwaNd—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 P�°oceed—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
Worlc specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petr�oleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and ciude oils.
50. Plans — See definition of Drawings.
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51, Project Schedule—A schedule, prepared and inaintained 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 Tiine.
52. PNoject—The Worlc to be performed under the Contract Documents.
53. Project Rep��esentative—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. Regulai° Working Hour�s — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Sai��ples—Physical examples of materials, equipment, or worlcmanship that are
representative of some portion of the Worlc and which establish the standards by which such
portion of the Worlc will be judged.
58. Schedule of 5ubmittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schec�ule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various poi�tions of the Worlc and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—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. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and worlcmanship as applied to the Worlc, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attaclunent or, if not attached,
may be incoiporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
62. SubcontractoT�—An individual or entity having a direct contract with Contt•actor or with any
other Subcontractor for the performance of a part of the Worlc at the Site.
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63. Submittals—All drawings, diagrams, illu'strations, 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 Worlc.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
malces an Award.
65. Supe��intendent — 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 oi•
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanlcs, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paxagraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5;00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire consh-uction 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 worlcing 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 pe�mit 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 Cei^tain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of lilce effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of lilce effect or import are used to describe an action or determination of City as to
the Woric. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Worlc for coinpliance with the infoimation in the
Contract Documents and with the design concept of the Project as a fullctioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective;
1. The word "defective," when modifying the word "Worlc," refers to Worlc 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 vv��itten acceptance.
D. Fur�nish, Install, Perforf�2, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any coinbination or simila�• 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 industiy or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PItELIMINARY MATTERS
2,01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Conzf�2ence�nent of Cont�°cact Tr'me; Notice to Proceed
The Contract Time will commence to rltn on the day indicated iu the Notice to Proceed. A Notice to
Proceed may be given at any tiine within Y4 days after the Effective Date of the Agreement.
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2,03 Starting the Work
Contractor shall start to perfoim the Work on the date when the Contract Time commences to run.
No Worlc shall be done at the Site prior to the date on which the Contract Time cominences to run.
2.04 Before Starting Constr�uctiofa
Baseline Sclzedules: Submit in accordance with the Contract Documents, and prior to starting the
Worlc.
2,05 Pf°econsh°uction Conference
Before any Worlc 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 infen•ed 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 streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various pai�ts of a section or articles within a part depending on the format of the
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section. The Conh•actor shall not talce advantage of any variation of form, format or style in
malting 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 Worlc 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 Refei°ence Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, speciiications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents, No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Worlc or any duty or authority
to undertalce responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reportirzg and Resolving Discrepa�Zcies
A. Reporting Discrepccncies:
1. Cor�tr�actor's Revie�v of Cont�°act Docun7er�ts Befo�°e Star°tr.'ng Worli; Before undertalcing each
part of the Worlc, Contractor shall carefully study and compare the Contract Documents and
checic and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, et7•or, ambiguity,
or discrepancy which Contractor discovers, or has actual lcnowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Worlc affected
thereby.
2, Contr�actor's Revietiv of Cont�°act Doczef�zents During PerfoNmafzce of Woriz: If, during the
performance of the Worlc, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Docwnents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Worlc affected thereby (except in an emergency as required by Paragraph
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6.17,A) until an amendinent or suppleinent to the Conh•act 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 lcnowledge thereof.
B. Resolving Discf°epafzcies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall talce precedence in resolving any conflict, er�or, ambiguity, or
discrepancy between the provisions of the Conh•act 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 Amendzng and Supplementing Contract DocumerZts
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Worlc 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 Docume�zts
A. Contractor and any Subcontractor or Suppiier 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� prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other docuinents, 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 termination of the
Contract. Nothing herein shall preclude Contractor fi�om retaining copies of the Conh�act
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also lcnown 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 risic. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media foi�rnat, the transferring party malces no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application pacicages, operating systems, or computer hardware
differing from those used by the data's creator,
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFEI2ENCE POINTS
4.01 Avc�ilability ofLands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Worlc. 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 obstiuctions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set foi�th in the Supplementary Conditions. Tlle 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 cui-�•ent statement of record
legal title and legal description of the lands upon which the Worlc 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 Subszrrface and Physical Conditiorzs
A. Repof•ts and D��awings: The Supplementary Conditions identify:
1, those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Cont��actor� o�� 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:
l. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either;
1, is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially fi•om 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 worlc of the character provided for in the Contract
Documents;
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then Conh•actor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Worlc in coruzection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjz�strszents
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if;
l. Conh•actor lcnew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid oi• becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably hava been discovered or revealed as a result
of the examination of the Contract Docuinents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Slzown or• Indicatec�: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1, City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checicing all such infoimation and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Worlc with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Worlc.
B. Not Shown or h�dicated:
1. If an Underground Facility which conflicts with the Worlc is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, pr•omptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering suiveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Worlc. City will provide
construction stalces or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarlcs for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall malce no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limzted Reliance by Contractor on Technical Data Autl�orr.'zed.• 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 malce any Contract Claim against City, or any of their officers,
directors, inembers, partners, employees, agents, consultants, or subcontractors with respect to:
l. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and progra�ns incident
thereto; or
2. other data, interpretations, opinions ai�.d information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn fi•om any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Envirorunental 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 Worlc, 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 Enviromnental 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 Worlc 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 v�niting),
City may consider the necessity to retain a qualified expei�t to evaluate such condition or talce
corrective action, if any.
E. Contractor shall not be required to resume Worlc in coruiection with such condition or in any
affected area until after City has obtained any required pei�rnits 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 Worlc. City may have such deleted portion of the Woric
perforined by City's own forces or others.
G, To the fullest extent pert�Zittecl by Laws and Regztlations, Contrr^actor shall inde�nnify and hold
hai°mless Cr'ty, fronz and against all claims, costs, losses, and damages (zncludr.'ng but izot limited
to all fees and charges of erzgineers, architects, attorneys, ar�d otl�er professionals ar�d all cozrrt
or arbitration or otl7er� dispute resolution costs) arisii�g out of or• relating to a Hazar�dous
Environmental Conclition created by ContNactor ot° by anyone fof� whom Contractoi� is
�°esponsible. Nothing r.'n this Parag�°aph 4.06.G shall obligate Cont�actor to indemn� ai�y
individual or eiztity fi�om and against the conseqzcences of tl�at individual's o�° entity's own
negligence.
H, The provisions of Paragraphs 4.02, 4,03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sur�eties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained fi•om 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 coinpanies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Woric 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 Seivice, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared banlaitpt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02,C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02,C.
5.03 Certificates of Insurance
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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2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which sha11 be identified in the certificate of insurance provided to the City.
3, The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance cai7�ier names as listed in
the cun�ent A.M. Best Propei�ty & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for worlcers' compensation, all insurers must have a minimum rating of A-;
VII in the cui�ent A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Rislc Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such cei�tificates or other evidence of full compliance with the
insurance require�nents or failure of the City to identify a deficiency from evidence that is
provided shall not be conshued as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be vv�itten on the "occurrence basis", If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the wairanty period, whichever is
longer, An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City, In the event a Contract has been bid or executed and the
exclusions ase dete�mined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in r�egards to asset value and stocicholdeis' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or rislc
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reseives the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Worlc by Change Order,
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of partieular policy terms, conditions, limitations, or exclusions necessary to
conforin the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance,
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Worlc being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Worlc and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
l. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sicicness or disease, or death of
Contractor's employees.
B. Cojnnzercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or propei-ty damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence Uasis, and as comprehensive as the current Insurance Seivices
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insuranee programs afforded to the City. T11e Cormnercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
tluee (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C, Auto»zobr'le Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the worlc,
inaintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of thein to perform any of the Worlc, or by anyone
for whose acts any of them may be liable,
D, Rail�°oczd Proteetive Liability. If any of the worlc or any warranty worlc is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E, Notzficatr'orz of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop woric until replacement insurance has
been procured. There shall be no time credit for days not worlced puisuant to this section.
5,05 Acceptance ofBorZds and Insur°ance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Ai�ticle 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the ce�-tificates (or other evidence requested), Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Worlc, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6,01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Woric competently and efficiently, devoting
such attention thereto and applying such slcills and expertise as may be necessary to perform the
Worlc in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Woric, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City, The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction,
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site,
B. Except as otherwise required for the safety or protection of persons or the Worlc or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Worlc
at the Site shall be perfoi�rned during Regular Woricing Hours. Contractor vvill not permit the
perfoi�rnance of Worlc beyond Regular Worlcing Hours or for Weekend Working Hours without
City's written consent (which will not be urueasonably withheld). Written request (by letter or
electronic communication) to perfoi�rn Worlc:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Worlcing Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B, All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents, All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, lcind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Worlc shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instiuctions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents,
D. All iteins of standard equipment to be incorporated into the Worlc shall be the latest model at the
time of bid, unless otherwise specified.
6.04 P�°oject 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 froin time to time as provided below.
l. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O1 32 16,
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 Szcbstitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
descl•iption 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 permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal " 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 Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute ifems, For the puiposes 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 determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive seivice; and
b. Contractor certifies that, if approved and incoiporated 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. Substitirte Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6.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
detei�rnine 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 malce 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 O1 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 Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other worlc on the Project) to adapt the design to the proposed
substitute itein;
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c) whether incorporation or use of the proposed substitute item in connection with
the Worlc 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 seivices; and
4) shall contain an itemized estimate oi all costs or credits that will result du•ectly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methoc�s oN Pr°ocedures: 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 infoimation to allow City, in
City's sole discretion, to deteimine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall malce written application to City for
review in the same mariner as those provided in Paragraph 6.OS.A.2.
C, City's Evali�atiorz: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6,05.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 Gz�arar�tee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Cor�tractor shall
inclen7nify and hold harmless Cr'ty ancl crnyone c�ir•ectly or rrrdirectly e�nployed by thern from and
agaznst any and all claiins, damages, losses ancl expenses (includi��g attor��eys fees) a��ising oz�t
of the use of substitztted materials or equipment.
E, City's Cost Reiyrtbursetnent: 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 for the charges for inalcing 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 Expei�se: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
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G. City Szrbstitute Reimbursement; Costs (savings or charges) attributable to acceptance of a
substitute shall be incoiporated to the Contract by Change Order.
H. Ti�ne Exter�szof�s; No additional time will be granted for substitutions.
6.06 Concernrng Subcontractors, Suppliers, a�zd Otl�ers
A. Contractor shall perform with his own organization, worlc 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 fuinish or
perfarin any of the Worlc 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 tirne require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall,
regarding actual
therefor.
upon request by the City, provide complete and accurate infoimation
worlc performed by a MBE and/or SBE on the Contract and payment
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 boolcs,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordanee 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 Subcontractois,
Suppliers, and other individuals or entities performing or fu��nishing any of the Worlc just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents;
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l. 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 Worlc of
Subcontractors, Suppliers, and other individuals or entities perfoi�ning or fur�nishing any of the
Worlc under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Worlc perfoimed 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. Dz�ty to pay PrevailiT�g 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 deteimined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents,
B, Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worlcer employed for each
calendar day or part of the day that the worlcer 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 Govermnent Code 2258,023.
C, Co»�plaints of Violations and City Deter•»�if�ation of Good Cazise. On receipt of information,
including a complaint by a woricer, concerning an alleged violation of 2258,023, Texas
Government Code, by a Contractor or Subcontractor, the City shall malce an initial
detei�rnination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected woricer 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 fi�om successive progress payments pending a final determination of the
violation.
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D. Arbitration Required if Vzolation 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
worlcer, 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 malces its initial determination pursuant to Paragraph C above, If the persons required to
arbitrate under this section do not agree on an arbitrator before the 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 party in the arbitration. The decision and award of the arbih�ator is
final and binding on all pai�ties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintazned. The Contractor and each Subcontractor shall, for a period of tluee (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 worlcer. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subconh�actor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Worlc or the incorporation in the Worlc 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 perfoimance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by La�vs and Regulations, Contractor shall indemn� and hold
harmless City, fi�om and against all claii��s, costs, losses, and da»zages (including bzct not lin�ited
to all fees and chaNges of engirzeers, ar°chitects, attof�neys, and otlzer professionals and all court
or af�bit�^ation or other dispute resolution costs) ai°ising out of or relating to any infringement of
patent rights or copyrights incident to the use in tlie pef formance of the Work or resulting from
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the incorporation iiz tl�e Wof°Ic of any iizventio��, desigrr, pr•ocess, pr°odzrct, or device not specified
in the Co�ztrczct Doczrrraei��ts.
6.09 Per�»Zits and Utilities
A, Contractor obtained permits ctnd licenses. Contractor shall obtain and pay for all constiuction
pei�nzits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Worlc 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
Worlc.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementaiy 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 reimbuise
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 Depai�tment of Transportation Permits
2. U.S. Army Coips of Engineers Permits
3, Texas Commission on Environmental Quality Peimits
4. Raih�oad Company Permits
C. Outstanding permits and licenses, The City anticipates acquisition of and/or access to peimits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions, The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6,10 Laws and Regzrlations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Worlc. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations,
B, If Contractor performs any Worlc lcnowing or having reason to lcnow 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 malce cei�tain 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 lcnown at the time of opening of Bids having an effect on
the cost or time of perfoi-�nance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as ainended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007, Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling ,011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www.window.state.tx.us/ta��cinfo/taxforms/93-foi7ns.html
6.12 Use of Site and OtheN Areas
A. Limitation on Use of Site and Othe�� Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of worlcers 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 Worlc.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Woi�lt, the City may require the Contractor to finish the
section on which operations are in progress before worlc 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 Worlc, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pzci°sua�zt to Paragraph 6.21, Conti�acto�° sl�all inde»zrz� ccnd holc� harmless City, fro�n and
agaznst all claims, costs, losses, and da»zcages arising out of oN i°elating to any claim or
action, legal o�° equitable, brought by any suclz owner oi° occztpcznt against City.
B. ReJnoval of Debr�is Diti°ing Perfo�°n�ance of the Wor^Ic.� During the progr•ess of the Worlc
Contractor shall lceep the Site and other areas fi•ee from accumulations of waste materials,
iubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall confoim to applicable Laws and Regulations.
C. Site Mainter�ance Cleaning: 24 hours after �unitten 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 conect the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning; Prior to Final Acceptance of the Worlc Contractor shall clean the Site and
the Worlc 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, constiuction equipment
and machinery, and suiplus materials and shall restore to original condition or better all property
disturbed by the Worlc.
E, Loading St��uctures: Contractor shall not load nor permit any part of any stiucture to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Worlc
or adjacent property to stresses or pressures that will endanger it.
6.13 Recor°d DocztnZents
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 Ordeis, and written interpretations and clarifications in good order and annotated to
show changes made during constiuction. 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 docuinents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safe .ry c�nd Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Worlc, Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their worlc, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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talce 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 Worlc;
2. all the Worlc and materials and equipment to be inco�porated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shiubs, lawns, wallcs,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Worlc may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E, All damage, injury, or loss to any property refei-�ed 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 Worlc shall continue
until such time as all the Worlc is co�npleted and City has accepted the Work.
6.15 Safety Represeiztative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Progr•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 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City proinpt written notice if Contractor believes that any significant
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changes in the Worlc or variations from the Contract Documents have been caused thereby or are
require,d as a result thereof. If City determines that a change in the Contract Documents is
required because of the action talcen 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 coi-�ection necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such worlc or changes are to be performed,
The vv��itten notice shall direct attention to the discrepant condition and request the Contractor to
talce remedial action to coi7ect the condition, In the event the Contractor does not talce positive
steps to fulfill this written request, or does not show just cause for not talcing the proper action,
within 24 hours, the City inay talce such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire eosts for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Subinittals
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 speciiied 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
seivices, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited puiposes required by Paragraph 6.18,C,
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the puipose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
For-Inforination-Only submittals upon which the City is not expected to conduct review or
talce 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 requir•e to enable City to review the
submittal for the limited puiposes 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 �vill be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incoiporation in the Worlc, 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 constiuction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section O1 33 00 and City has given vtnitten acceptance of each
such variation by specific written notation thereof incor•porated 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 Conti��uing the Work
Except as otherwise provided, Contractor shall carry on the Worlc and adhere to the Project Schedule
during all disputes or disagreements with City. No Worlc shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
vv�•iting.
6.20 Contr�actor's General Warraizty and Guarantee
A. Contractor warrants and guarantees to City that all Worlc will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. norinal wear and tear under normal usage,
C. Contractor's obligation to perform and complete the Worlc in accordance with the Contract
Docuinents shall be absolute. None of the following will constitute an acceptance of Worlc that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Worlc in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Worlc 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 coi-�•ection of defective Worlc by City.
D. The Contractor shall remedy any defects or damages in the Worlc and pay for any damage to
other worlc or propei�ty resulting therefrom which shall appear within a period of two (2) years
fi•om 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 obseived defects with reasonable promptness.
6,21 Indemnification
A, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, fi•om 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 officers, agents, employees, subcontractors, licenses or invitees under tliis
Contract. THIS INDEMNIFICATION PROVISION IS SPECII'ICALLY INTENDED TO
OPERATE AND BE EFFECTIVE E'VEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT 'WEI2E CAUSED IN WHOLE OR IN
PART BY ANY ACT OMISSION OR 1VEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, �t 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, subcont►•actors,
lieensees 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 DAMAGES BEING SOUGHT
WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to car�y out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design seivices or certifications by a design professional related to systems,
inaterials 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 seivices or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Worlc 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 seivices,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such seivices 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 liinited purpose of checicing for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6,18.C.
6,23 Right to Azrdit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent boolcs, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shal111ave 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 tluee (3) years after finai
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, pape�s, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Worlcing Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate worlc space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable ad`vance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City, The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscr°imination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U,S.
Department of Transpoi�tation and the Federal Transit Administration (FTA), without
discriminating against any peison in the United States on the basis af 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 Supplementaiy Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Relcrted Woriz at Site
A. City may perfoi�n other worlc related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other worlc performed by
utility owners. If such other worlc 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 contract, each utility
owner, and City, if City is performing other worlc with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other worlc, and
properly coordinate the Worlc with theirs. Contractor shall do all cutting, fitting, and patching of
the Worlc that may be required to properly connect or otherwise malce its several parts come
together and properly integrate with such other worlc. Contractor shall not endanger any woi•lc of
others by cutting, excavating, or otherwise altering such worlc; provided, however, that
Contractor may cut or alter others' worlc with the written consent of City and the others whose
worlc will be affected.
C. If the proper execution or results of any part of Contractor's Worlc depends upon worlc 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 worlc 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 worlc provided by others.
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7.02 Coordi�zation
A. If City intends to contract with others for the performance of other worlc on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2, the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementaly Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Fu�•nish Data
City shall timely furnish the data required under the Contract Documents,
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lcznds and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4,05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8,06 Inspections, Tests, ai�d Appf�ovals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8,07 Limitations oiz City's Respo��sibilrties
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 Worlc. City will not be responsible for
Contractor's failure to perform the Worlc in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Unclisclosed Hazarc�oirs E��vii�oizine��tal Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8,09 Complzar�ce ivith Safety Prog�°a�z
While at the Site, City's einployees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been infor�ned pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Repi°esentative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents, The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will malce visits to the Site at intervals appropriate to the various
stages of construction as City deems necessaiy in order to obseive the progress that has been
made and the quality of the various aspects of Contractor's executed Worlc. Based on
information obtained during such visits and obseivations, City's Project Representative will
determine, in general, if the Worlc is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to malce exhaustive or continuous inspections
on the Site to checic the quality or quantity of the Worlc, City's Project Representative's efforts
will be dii•ected 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 Az�thor�ized Vaf�iations in Wo�°k
City's Project Representative may authorize minor variations in the Worlc 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 Worlc involved promptly.
9,04 Rejecting Defective Work
City will have authority to reject Worlc 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 Dete�rninatior�s for Work Performed
Contractor will determine the actual quantities and classifications of Worlc performed. City's Project
Representative will review with Contractor the preliminary deteiminations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requireinents of Contract Documents and Acceptability of Work
A. City will be the initial inteipreter of the requirements of the Contract Documents and judge of the
acceptability of the Worlc thereunder.
B, City will render a written decision on any issue referred.
C. City's written decision on the issue refen�ed 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 zn 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 othei-wise specifically provided). Extra Worlc shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Worlc not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Ui�autho�°ized Changes i�� the Wor�k
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any worlc performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1, changes in the Worlc which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Worlc under Paragraph 13.08 or City's cor��ection
of defective Worlc 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 Worlc actually perfoi7ned.
10.04 Exh•a Worli
A, Should a difference arise as to what does or does not constitute Extra Worlc, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the worlc
after malcing written request for written orders and shall lceep accurate account of the actual
reasonable cost thereo£ Conh•act Claims regarding Extra Worlc shall be made pursuant to
Paragraph 10.06. �
B. The Contractor shall fuinish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Worlc whether or not initiated by a Changa Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Worlc, whether said costs are lcnown; 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 worlc as a result of the change or Extra Worlc.
10.05 Notifzcatiosz to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Woi•lc 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 Co�ztr•act Claims Process
A. City's Decision Requif•ed: All Contract Claims, except those waived pursuant to Paragraph
14,09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto, The
responsibility to substantiate a Contract Claim shall rest with the party malcing 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 fiom the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustinent in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02,
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
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 Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1, deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contz•actor 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 involce the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06,
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Worlc
A. Costs Inclzrdec�: The term Cost of the Worlc means the sum of all costs, except those excluded in
Paragraph 11,O1.B, necessarily incui7ed and paid by Contractor in the proper perfol7nance of the
Worlc. When the value of any Worlc 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
Worlc 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 Worlc. Payroll costs fot• employees not employed full time on the
Worlc shall be apportioned on the basis of their time spent on the Worlc. Payroll costs shall
include;
a. salaries with a 55% marlcup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payz•oll taxes, worlcers' compensation, health
and retirement benefits, bonuses, sicic leave, vacation and holiday pay applicable thereto.
The expenses of performing 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 Worlc, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
fi�om Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, disinantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Worlc.
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4. Payments made by Contractor to Subcontractors for Worlc performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Worlc plus a fee, the Subcontractor's Cost of the Worlc 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 speciiically 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 worlcers, which are consumed in the performance of the Worlc, and cost,
less marlcet value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
perfoi7nance of the Work, provided such losses and damages have resulted from causes
other than 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. 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.
£ 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 seivices, and similar petty cash
items in connection with the Worlc.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Conh�act
Documents to purchase and inaintain.
B. Costs Excluded.• The term Cost of the Worlc shall not include any of the following items:
l. Payroll costs and other compensation of Contractor's officers, executives, principals (of
pai�tnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attoi�neys, auditois, accountants, purchasing and contracting agents,
expediters, timelceepers, elerlcs, and other personnel employed by Contraetor, 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 administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Worlc 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, Cor�tractos�'s Fee: When all the Worlc is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Worlc covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Worlc, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C.
D. Docu»zentation: Whenever the Cost of the Worlc for any purpose is to be determined 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 brealcdown together with supporting data.
11.02 Allotivances
A. Specifr.ed 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 pet�sons or entities as may be acceptable to City,
B, Pre-bid Allotia�ances:
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 far additional payment on account of any of the
foregoing will be valid.
C, Contingency Allotivance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City,
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Woriz
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Worlc,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
i the sum of the unit price for each separately identified item of Unit Price Worlc 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
puipose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.OS,
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. Worlc 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 worlc included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Worlc perfoi7ned by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no conesponding adjustment with respect to any other item of Worlc.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Worlc 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 Docuinents, the altered worlc 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 worlc, the
Contract will be amended by a Change Order.
If no unit prices exist, this will be considered Extra Worlc and the Contract will be amended
by a Change Order in accordance with Article 12.
4, A signiiicant change in the character of worlc occurs when:
a. the character of worlc for any Item as altered differs materially in lcind or nature from that
in the Contract or
b, a Major Item of worlc varies by more than 25% fi•orn the original Contract quantity.
When the quantity of worlc 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 woric that is above 125%.
6. When the quantity of worlc to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Conh•act, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of 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" vai�ies 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 worlc done for payment purposes, The
party to the Contract requesting the adjustinent 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 coi7ect 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 Conh•actor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12,01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Woric covered by a Change Order will be detet•mined as follows:
l. where the Worlc involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Worlc involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.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 Woric 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 (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C).
C, ContractoN's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows,
1, a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.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 incuired under Paragraph 11.01.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 Worlc, 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,O1,A.1 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%;
c. 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 ainount equal to five percent (5%) of such net
decrease.
12,02 Charzge of Conti°act Tirne
A, The Contract Time may only be changed by a Change Order.
B, No extension of the Contract Time will be allowed for Extra Worlc or for claimed delay unless
the Extra Worlc 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 performance or completion of any part of the
Worlc within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other 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 Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor,
D. The Contractor shall receive no compensation for delays or hindrances to the Worlc, 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; COItI2ECTION, IZEMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Worlc of which City has actual knowledge will be given to Contractor.
Defective Worlc may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and govermnental agencies with jurisdictional interests will
have access to the Site and the Woric at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Worlc for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Worlc (or part thereo� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Worlc; 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 a�range for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative resuit, 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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B, Review ofApplications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recoinmendation of payment or return the Application to Conh�actor indicating reasons for
refusing payment. In the latter case, Contractor may inalce 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 Uest of City's ic�lowledge:
a. the Worlc has progressed to the point indicated;
b. the quality of the Worlc 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
determination of quantities and classifications for Worlc perfoi7ned 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 checic the quality or the quantity of the Worlc as it has been
performed have been exhaustive, extended to every aspect of the Woric 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
a 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 or 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 fi•om
loss because:
a. the Worlc is defeetive, or the eompleted Worlc has been damaged by the Contraetor or his
subcontractors, requiring eorrection 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 co�7•ect defective Worlc or complete Worlc in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any oi 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 Damages. For each calendar day that any worlc 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 zn Payment:
1. City may refuse to malce 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 vv��itten
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14,03 Contractor's WaNranty 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 Utilr'zatiorz
A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed
part of the Worlc which has specifically been identified in the Contract Documents, or which
City, determines constihrtes a separately functioning and usable pai�t of the Worlc that can be
used by City for its intended purpose without significant interference with Contractor's
perfoi7nance of the remainder of the Worlc. City at any tiine may notify Contractor in writing to
permit City to use or occupy any such part of the Worlc which City determines to be ready for its
intended use, subject to the following conditions;
Contractor at any time may notify City in writing that Conh•actor consideis any sucl� part of
the Worlc ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contraetor shall malce an inspection of that part of the Worlc to determine its status of
coinpletion. If City does not consider that part of the Worlc 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 Final b�spectioiz
A, Upon written notice fi•om Contractor that the entire Worlc 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 incoinplete or defective. Conh�actor shall immediately talce such measures as are
necessary to complete such Worlc or remedy such deficiencies.
B. No time charge will be inade against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Worlc is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
i•esume.
14.06 Firzal Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14,07 Final Payment
A. Application foN Payfnent:
1. Upon Final Acceptance, and in the opinion of City, Contractor may malce 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. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Worlc.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is 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 malcing of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Co�npletzon Delayed aizd Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confiims, City may, upon
receipt of Contractor's final Application for Payment, and without tenninating the Contract,
malce payment of the balance due for that portion of the Worlc fully completed and accepted. If
the remaining balance to be held by City for Worlc 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 Worlc fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be inade under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims,
B. Paj°tial Retainage Release, For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the compietion 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 worlc is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other worlc.
An ainount sufficient to ensure Contract coinpliance will be retained,
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City fi�om ail 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 TERMINATION
15.01 City May S�spend WoNlz
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 Worlc will be resumed. Contractor
shall resume the Worlc on the date so fixed, During temporary suspension of the Worlc covered
by these Contract Documents, for any reason, the City will malce no extra payment for stand-by
time of construction equipment and/or consh•uction crews.
B. Should the Contractoi• not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be deteimined by
mutual consent of the Contractor and City that a solution to allow constt•uction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension,
C. If it should become necessary to suspend the Worlc for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall talce every precaution to prevent damage or
deterioration of the worlc performed; he shall provide suitable drainage about the worlc, and erect
temporary stiuctures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be �
resumed, Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no px�ofit will be allowed. Reimbursement inay not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cazrse
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 skilled worlcers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly malce good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to car�y on the Worlc 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 perfoinz the Woric. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perfonn the Worlc.
2. If Contractor's services are terminated, Surety shall be obligated to talce over and perfoim the
Worlc 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 talce 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
talce possession of the Worlc, 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 Worlc as City may deem expedient,
3, Whether City or Surety completes the Worlc, Contractor shall not be entitled to receive any
further payment until the Worlc is iinished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
fi•om completing the Worlc, 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 City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Pai•agraph, City shall
not be required to obtain the lowest price for the Worlc perfoi�rned.
4. Neither City, nor any of its respective consultants, agents, ofiicers, 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 inethod used in completing the Contract, shall not forfeit the right
to recover damages fi•om Contractor or Surety for Contractor's failure to timely complete the
entire Contract, Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6, Maintenance of the Worlc shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's seivices will not be ter•minated if Contractor
begins within seven days of receipt of notice of intent to terminate to coi7ect its failiue 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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Revision: August 17, 2012
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15.03 City May Te�°nzinate For Conve»ience
A, City may, without cause and without prejudice to a�ly other right or remedy of City, terminate the
Contract. Any terinination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which perfoi�rnance of Worlc under the contract is terminated,
and the date upon which such tei�nination 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 discretionaiy action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop worlc 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 terminated;
3. terminate all orders and subcontracts to the extent that they relate to the perfoimance of the
Work tei�rninated by notice of termination;
4. h•ansfer 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 Worlc, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
` the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. talce 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 fi•om the date of submission of the list, and any necessary adjustments
to cor•rect the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall subinit his terinination
claim to the City in the foi7n 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 Worlc executed in accordance with the Contract Documents pz•ior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Worlc;
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 Worlc, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the 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
termination and shall pay to the Contractor the amounts deterinined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedzcres
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract, Timely submission of the request
shall stay the effect of Paragraph 10,06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
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1. elects in writing to involce any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction,
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes inust be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumztlative 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.
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STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August I7, 2012
liener�l C;ondiUons
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17,04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will sui�vive final payinent, completion, and acceptance of the Worlc or
te��rnination or completion of the Contract or termination of the services of Conhactor.
17.05 Headiizgs
Article and paragraph headings are inserted for convenience only and do not constitute pai�ts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
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SUPPLEMENTARY CONDITIONS
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
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 modiiied or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications 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 final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A1., "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 20, 2013
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
SC-4.O1A.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFAC� OVERLAY (2013-4)
02092
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 5
Utilities or obst�•uctions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obst�uctions that have not been removed, adjusted, and/or relocated
as of February 20, 2013:
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
"None"
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The Conh�actor unde�•stands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City,
SG4A2A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under
Buzzsaw, see Soil Lab / Test Results.
The following are drawings of physical conditions in or relating to existing surface and subsurface
sti•uctures (except Underground Facilities) which a�•e at or contiguous to the site of the Work:
"None"
SG4.06A., "Hazardous Environmental Conditions at Site"
The following ace reports and drawings of existing hazardous environmental conditions known to the City;
"None"
SG5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: "None"
(3) Other; "None"
SG5.04A., "Conh�actoi�'s Insurance"
The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workeis' Compensation, under Paragraph GG5.04A.
Stnta�to�y linaits
En�ployer's liability
$100,000 each accident/occan��•ence
$100,000 Disease - each er��ployee
$500, 000 Disease - policy lin�it
SG5.04B., "Contractor's Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
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SUPPLEMENTARY CONDITIONS
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S.04B. Commercial General Liability, wider Paragraph GC-5.04B. Contractor's Liability Insurance
under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with
minimum limits o£
$1, 000, 000 each occuj�rence
$2, 000, 000 agg�•egate linrit
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 sucli 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 GG5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily I�ju�y per person /
$500, 000 Bodily Inju�y per accident /
$100,000 ProperryDamage
SC-5.04D., "Contractor's Insarance"
The Contractor's consn•uction 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 h•ains
or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
Entry AgreemenY' with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
coverage for not less than the following amounts, issued by companies satisfacto�y to the City and to the
Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
occupy, or touch railroad property;
(1) General Aggregate:
(2) Each Occurrence:
_ Required for this Contract
$ 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 April 3, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
00 73 00 - 4
SUPPLEMENTARY CONDITIONS
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1. Where a single railroad company is involved, the Contractor shall pt•ovide one insurance policy in
the name of the raih•oad company. However, if more than one grade separation or at-grade
crossing is affected by the Project at entirely separate locations on the line o�• lines of the same
raih•oad company, separate coverage may be required, each in the amount stated above.
2. Whei•e more than one railroad company is operating on the same right-of-way or where several
i•ailroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be i•equired 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 worl< is proposed on a railroad company's right-of-
way, all such other worl< may be covered in a single policy for dlat 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 perfoi•med 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 insw•ance must be approved by the City and
each affected Railroad Company prior to the Contractor's beginning worlc,
The insurance specified above must be carried until all Worlc to be perfonned 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 worlc 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
raih�oad company operating over tracks involved in the Project.
SC-6.04., °GProject 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: SC-6.07, Heavy & Highway Conshvction Prevailing Wage Rates 2008
�
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known pe�mits and/or licenses required by the Contract to be acquired by the Contractor:
Fort Worth City Street Use Permit
SG6.09B. "City obtained permits and licenses"
The following are lrnown 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 December
31, 2012: "None"
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised April 3, 2012
1
2
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of S
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMTT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
"None"
3
4 SC-7.02., "Coordination"
5
6 The individuals or entities listed below have contracts with the City for the performance of other work at
7 the Site:
Vendor Sco e of Worlc Coordination Authorit
"None" "None" "None"
8
9
10 SC-8.01, `�Communications to Contractor"
11
12 Section OI 5813: Te»tporary Project Signage
13
14 During coiastructio�t, lwo project signs sltall be provided for each street uttder cortstrrtction
15
16 All removed in�rteria//debris must Ge Itauletl off to a suitable dt�mpsite ivitltirt fhe sa»te day
17
18 Coniractor shall sa►v-ctd c[srb & gutfer and/or pr�vement prior to ref�toval
19
20 Co�ttracior shall backftll behi�rd t/ae cttrb, drive�vays, sitlervalks, ADA ranaps and etc. �viff:i�a five days
21 from the tlafe of contpletio�t
22
23 SC-9.01., "City's Project Representative"
24
2S The following firm is a consultant to the City responsible for construction management of this Project:
26 "None"
27
28 SC-13.03C., "Tests and Inspections"
29
30 "None"
31
32 SC-16.O1C.1, "Methods and Procedures"
33 "None"
34
35
36
37 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised April 3, 2012
011100-I
SUMMARY OI' WORK
Page 1 of 3
1
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S�CTION Ol 11 00
SUMMARY OF WORIC
3 PART1- GENERAL
4 1.1 SUMMARY
5
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8
A, Section Includes:
1, Summaiy of Work to be performed in accordance with the Contract Documents
B. Deviations fi�om this City of Foi�t Worth Standai•d Specification
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 Conti•act
11 2, Division 1- General Requirements
12 1.2 PRIC� AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 l. Worlc associated with this Item is considered subsidiaiy to the various items bid.
15 No separate payment will be allowed fot� this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIV� REQUIREMENTS
18
19
20
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipmeut, and performing
all Work necessa�y for this constcuction project as detailed in the Drawings and
Specifications.
B, Subsidiaiy 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 Pt•oposal 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 Pi•oposal for various bid items,
C. Use of Premises
1. Coordinate uses of premises under direction of the City,
2. Assume full responsibility for protection and safelceeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, oc other public places
or other rights-of-way as provided for in the ordinances of the City, as sliown 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 i, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
011100-2
SUMMARY OF WORK
Page 2 of 3
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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 inaterials 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 propei-ty.
c. If the street is occupied by railroad tracics, the Work shall be carried on in such
manner as not to interfere with tlze operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1, Do not enter upon private property for any purpose witl�out having previously
obtained permission fi•om 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,
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 opel�ations.
Preserve and use eveiy precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of sh•uctures 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.
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
Worlc.
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
fi•om 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.
5.
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,
temporaiy closures and replacement, shall be subsidiaiy to the va�•ious items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
O1 11 00 - 3
SUMMARY OF WORK
Page 3 of 3
1 1.5 5UBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOS�OUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANC� [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
7 l.11 FIELD [SIT�] CONDITIONS [NOT US�D]
8 1.12 WARItANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
�►,J
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
O1 31 19 - 1
PRECONSTRUCTION MEETING
Page 1 of 3
1
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3 PART1- GENERAL
4 1.1 SUMMARY
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13 1.2
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17 1.3
S�CTION O1 31 19
PRECONSTRUCTION MEETING
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Conh�act Forms and Conditions of the Conh•act
2. Division 1— General Requirements
PRIC� AND PAYMENT PROCEDUI2ES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiaiy to the various items bid.
No separate payment will be allowed for this Item.
REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Conh•actor, 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 HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 201 I
O1 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
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e, Other City representatives
f. Others as appropriate
4. Constcuction 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, Preliminaty Agenda may include:
a, Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g, Construction Stalcing
h. Progress Payments
i. Extra Worlc and Change Order Proceduces
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m, Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p, Documentation of Pre-Constcuction Conditions
q. Weel<end Work Noti�cation
r. Legal Holidays
s. Trench Safety Plans
t. Con�ned Space Entiy Standards
u. Coordination with the City's representative for operations of existing water
systerns
v. Storm Water Pollution Pre`vention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Conti•actor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedui•es
ec. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff, Temporary construction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii. Final Paymei7t
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
O1 31 19 -3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
3 1.7 CLOS�OUT SUBMITTALS [NOT USED]
4 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT US�D]
5 1.9 QUALITY ASSURANC� [NOT USED]
6 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED)
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WAI2RANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3 - �XECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 02092
Revised July I, 201 I
013120-1
PROJECT MEETINGS
Page 1 of 3
1
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SECTION O1 31 20
PROJECT MEETINGS
3 PART1- GEN�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
A. Section Includes:
1. Pi•ovisions for project meetings throughout the construction period to enable order�ly
ceview 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 Speci�cation Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Conti•act Forms and Conditions of the Contract
2. Division 1— General Requirements
14 1.2 PRIC� AND PAYMENT PROCEDUIt�S
15 A. Measurement and Payment
16 l. Woi•k associated with this Item is considered subsidiaiy to the various items bid.
17 No separate payment will be allowed for this Item,
18 1.3 I2EFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE R�QUIREM�NTS
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A. Coordination
1. Schedule, attend and administer as specified, pe�•iodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontcactors and suppliers attending meetings
shall be c�ualified and autllor•ized 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 refei•ence.
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 the 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 stait date
b. Answer any construction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
1
2
3
Ol 31 20-2
PROJECT MEETINGS
Page 2 of 3
a, Contractor
b. Project Representative
c. Other City representatives
4 4. Meeting Schedule
5 a. In general, the neighborhood meeting will occur within the 2 weeks following
6 the pre-construction conference.
7 b. In no case will construction be allowed to begin until this meeting is held,
8 C. Progress Meetings
9 1. Formal project coordination meetings will be held periodically. Meetings will be
10 scheduled and administered by Project Representative.
11 2. Additional progress meetings to discuss specific topics will be conducted on an as-
12 needed basis. Such additional meetings shall include, but not be limited to:
13 a. Coordinating shutdowns
14 b. Installation of piping and equipment
15 c. Coordination between other construction projects
16 d. Resolution of construction issues
17 e. Equipment approval
18
19
20
21
22
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46
47
3. 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.
4, Attendance shall include:
a. Contractor's proj ect manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor rnay desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, deliveiy schedules
e. Review of conshuction intei•facing and sequencing requirements with other
construction contracts
f. 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 conti•acts of the Project
n. Review Record Documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
013t20-3
PROJECT MEETINGS
Page 3 of 3
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m
o. Review monthly pay request
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as detei•mined by the Project
Representative,
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site,
1.5 SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS (NOT US�D]
17 19 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
19 1.11 FIELD [SITE] CONDITIONS [NOT USED]
20 1.12 WAI2RANTY [NOT USED]
21 PART 2- PRODUCTS [NOT US�D]
22 PART 3- EXECUTION [NOT USED]
23
24
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
013216-I
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of S
1
2
3 PART 1 - G�N�R.AL
4 1.1 SUMMARY
SECTION O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section Includes:
6 1, General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1— General Requirements
15 1.2 PRICE AND PAYMENT PROC�DUR�S
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
19 1.3 REFERENCES
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. De�nitions
1. Schedule Tiers
a. Tier 1- No schedule submittal required by conh•act. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will requii•e some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by conh•act as descr•ibed in the
Speci�cation and herein. Majority of City projects, including all bond program
projects
d. Tier 4- Schedule submittal �•equired 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 governmental entity
e, Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or veiy complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will seive
as the baseline for measuring progress and departut•es fi•om the schedule.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised Ju(y 1, 2011
013216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1
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4
C
3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes auticipated.
4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
6 1, City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE 12�QUIR�MENTS
8
9
10
11
12
13
14
15
16
17
A, Baseline Schedule
1. General
a. Prepai•e a cost-loaded baseline Schedule using appi•oved 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 laiown issues and consh�aints
related to the schedule.
c. Designate an authorized i•epresentative (Project Schedulei•) responsible for
developing and updating the schedule and preparing i•eports.
18 B. Progress Schedule
19 1. Update the progress Schedule monthly as required in the City of Foi-t Woi�th
20 Schedule Guidance Document.
21 2. Prepal•e the Schedule Narrative to accompany the monthly progi•ess Schedule.
22 3. Change Orders
23 a, I��corporate approved change ordeis, resulting in a change of contract time, in
24 the baseline Schedule in accordance with City of Foi�t Worth Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Cotnpliance
27 1. Wheuever it becomes apparent from the current progress Schedule and CPM Status
28 Report that delays to the critical path have resulted and the Contract completion
29 date will not be met, or when so directed by the City, make some o�� all of the
30 following actions at no additional cost to the City
31 a. Submit a Recoveiy Plan to the City for approval revised baseline Schedule
32 outlining:
33 1) A written statement of the steps intended to tal<e to remove or arrest the
34 delay to the critical path in the approved schedule
35 2) Increase construction manpower in such quantities and crafts as will
36 substantially eliminate tl�e backlog of worlc and return current Schedule to
37 meet projected baseline completion dates
38 3) Increase the number of working hours per shift, shifts per day, worlcing
39 days per week, the amount of construction equipment, or any combination
40 of the foregoing, sufficiently to substantially eliminate the backlog of work
41 4) Rescliedule activities to achieve maximum practical concurrency of
42 accomplishment of activities, and comply with the revised schedule
CITY OF FORT WORTH HMAC SURPACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
01 32 16 - 3
CONSTRUCTION PROGRESS SCHEDULE
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2. If no written statement of the steps intended to take is submitted when so requested
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule (overtime, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such work will be considered.
D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessaiy to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, malce �ndings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the network will not be the basis for a change therein.
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
befoi•e 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 necessaiy for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidab(e delays on the pai�t of the City or its
representatives, and other 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 Conn�act completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional cornpensation 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 minimize 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 or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
013216-4
CONSTRUCTIONPROGRESSSCHEDULE
Page 4 of 5
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E. Coordinating Schedule with Other Contract Schedules
a. Float or slack time is not foi• the exclusive use oi• benefit of either the
Contractor or the City.
b. Proceed with worlc according to early start dates, and the City shall have the
right to reserve and appoi�tion float time accoi•ding to the needs of the pi•oject.
c. Acicnowledge and agree tllat actual delays, affecting paths of activities
containing float time, will not have any effect upon conh�act completion times,
providing that the actual delay does not exceed tlie float tiine associated with
those activities.
1. Where worlc 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 conti•acts fi•om the City for fhe
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 necessaty
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final,
b. The temporaiy delay of any worlc due to such circumstances shall not be
considered as justification for claims for additional compensation.
22 1.5 . SUBMITTALS
23 A. Baseline Schedule
24
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1
2,
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)
Submit draft baseline Schedule to City prior to the p�•e-construction meeting and
bring in hard copy to the meeting for review and discussion.
30 B. Progcess Schedule
31 1. Submit pr•ogi•ess Schedule in native file format and pdf format as required in the
32 City of Foi-t Worth Schedule Guidance Document.
33 2. Submit progress Schedule monthly no later than the last day of the month,
34
35
36
37
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule nar•rative monthly no later than the last day of the month.
38 D. Submittal Process
39 1, The City administers and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as i•equired in the City of Foi�t Worth Schedule
41 Guidance Docuinent.
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
C. Schedule Narrative
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED]
4 1.9 QUALITY ASSUI2ANC�
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 pe�•formance 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 industiy for similar projects.
11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITTONS [NOT USED]
13 1.12 WAI2IZANTY [NOT USED]
14 PART 2- PRODUCTS [NOT US�D]
15 PART 3- EXECUTION [NOT USED]
16
17
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July I, 2011
013233-1
PRECONSTRUCTION VIDEO
Page 1 of 2
�
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 32 33
PRECONSTRUCTION VIDEO
5 A. Section Includes:
6 l. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations fi•om this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Contract Foi•ms and Conditions of the Contract
12 2. Division 1— General Requirements
13 1.2 PRIC� AND PAYM�NT PROCEDUI2ES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No sepai•ate payment will be allowed for this Item.
17 1.3 REFEIZ�NC�S [NOT USED].
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1, Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction,
22 a. Provide digital copy of video upon reauest by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANC� [NOT USED]
30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FIELD (SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
01 32 33 - 2
PRECONSTRUCTION VIDEO
Page 2 of 2
1 PART Z- PRODUCTS [NOT USED]
2 PART 3- EXECUTTON [NOT USED]
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4
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
E
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 2
�
3 PART1- GEN�RAL
S�CTION O1 45 23
TESTING AND INSPECTION SERVICES
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations fi•om this City of Fort Worth Standai•d Specification
8 1. None.
9 C, Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Conti•act Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDUI2�S
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25 1.3
A. Measurement and Payment
1, Worlc associated with this Item is considered subsidiary to the various Ttems bid.
No separate payment will be allowed foi• this Item.
a. Contractor is responsible for pei•forming, 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 Assui•ance test performed by the City fails, the
Contractor is cesponsible 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.
REF�I2�NCES [NOT US�D]
26 1.4 ADMINISTRATIVE REQUII2EMENTS
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A. Testing
1. Complete testing in accoi•dance with the Contract Documents.
2. Coordination
a. When testing is required to be pei•formed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contr•actor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Repoi�ts
a. Electronic Distribution
1) 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.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
1
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014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directoiy and i�otify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for ail 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 h•ip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor fi•om obligation to
perform work in accordance with the Conh�act Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SIT�] CONDITIONS [NOT USED)
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT US�D]
27 PART 3- EXECUTION [NOT USED]
28
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 201 I
o� so 00 - �
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
1
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SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
fc�77�1��l� �►`IJJ�-11
4 1.1 SUMMARY
5
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12
Section Includes:
1. Provide temporary facilities and controls needed foc the Work including, but not
necessarily limited to;
a. Temporaiy utilities
b. Sanitaiy facilities
c, Storage Sheds and Buildings
d. Dust control
e. Temporaty fencing of the constcuction site
Deviations from tllis City of Fort Woi-th Standal•d Specification
1. None,
I1
13 B.
14
15
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17
18 1.2
19
20
21
C, Related Speci�cation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requii•ements
PRICE AND PAYM�NT PROCEDURES
A, Measurement and Payment
1, Worlc associated with this Item is considered subsidiai•y to the various Items bid.
No separate payment will be allowed for this Item.
22 1.3 I2EFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIR�MENTS
Za
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A, Tempoi•ary Utilities
1. Obtaining Temporary Service
a. Malce arrangements with utility seivice companies for temporaiy services.
b, Abide by i•ules and i•egulations of utility service companies or authorities
l�aving jurisdiction.
c. Be responsible for utility service costs until Work is appt•oved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessaiy for
execution, completion, testing and initial operation of Worl<.
2. Water
a. Contractor to provide water required foi• and in connection with Worlc to be
performed and for specified tests of piping, equipment, devices or other use as
required for the cornpletion of the Worlc.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
o� s000-a
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City 1 week before water for construction is desired
2 d. Conh�actor Payment for Consh�uction Water
3 1) Obtain construction water meter fi•om City for payment as billed by City's
4 established rates,
5 3. Electricity and Lighting
6 a. Provide and pay for electric powered service as required for Work, including
7 testing of Work.
8 1) Provide power for lighting, operation of equipment, or other use.
9 b. Electric power service includes temporary power seivice or generator to
10 maintain operations during scheduled shutdown.
11 4. Telephone
12 a. Provide emergency telephone service at Site for use by Contractor personnel
13 and others performing work or furnishing services at Site,
14 5. Temporary Heat and Ventilation
15 a. Provide tempora�y heat as necessaiy for protection or completion of Work.
16 b. Provide temporaiy heat and ventilation to assure safe working conditions.
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B. Sanitaiy Facilities
Provide and maintain sanitaiy facilities for persons on Site.
a. Comply with regulations of State and local depa��tments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitaiy 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
l. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage,
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventoiy.
4, Equip building with lockable doors and lighting, and provide electrical seivice for
equipment space heaters and heating or ventilation as necessaiy to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporaiy structures to provide drainage away fi•om
temporaiy and existing buildings.
6. Remove building fi•om site prior to Final Acceptance.
43 D, Temporary Fencing
44 l. Provide and maintain for tl�e duration or construction when required in contract
45 documents
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
O1 5000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 E. Dust Control
2 1. Contractor is responsible for maintaining dust conti•ol tlu�ough the dm�ation of the
3 project.
4 a. Contractor remains on-call at all times
5 b. Must respond in a tiulely manner
6 F. Temporary Protection of Construction
7 1. Contractor oi• subcontractors are responsible for pi•otecting Worlc fc•om damage due
8 to weather.
9 1.5 SUBMITTALS [NOT USED]
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERTAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSUItANCE [NOT US�D]
14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
15 1.11 FIELD [SITE] CONDITIONS [NOT US�D)
16 1.12 WARI2ANTY [NOT US�D]
17 PART 2- PRODUCTS [NOT USED]
18 PART 3 - �XECUTION [NOT US�D]
19 3.1 INSTALLERS [NOT USED]
20 3.2 �XAMINATION [NOT US�D]
21 3.3 PREPARATION [NOT USED]
22 3.4 INSTALLATION
23 A. Temporary Facilities
24 1. Maintain all temporaiy facilities for duration of construction activities as needed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
015000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [IL�PAIR] / [RESTORATION]
2 3.6 RE-INSTALLATION
3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
S 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOS�OUT ACTIVITI�S
8 A. Temporary Facilities
9 1, Remove all tempora�y facilities and restore area after completion of the Work, to a
10 condition equal to or better than prior to start of Worlc.
11 3.12 PROT�CTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
Revision Log
DATE NAME SUMMARY OP CHANGE
16
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July I, 2011
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 S�CTION O1 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- G�NERAL
4 1.1 BUMMARY
5
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A. Section Includes:
1. Administrative procedures foj•;
a. Street Use Permit
b. Modi�cation of approved iraffic control
c. Removal of Street Signs
B. Deviations fi•om this City of Foi�t Woi�th Standard Specification
1. None,
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2, Division 1— General Requirements
3. Section 34 71 13 — Traffic Conti•ol
16 1.2 PRIC� AND PAYMENT PROCEDURES
17 A, Measuremeut and Payment
18 1. Worlc associated witli this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REF�RENC�S
21 A, Reference Standards
22 l. Reference standards cited in this specification refer to the current reference standat•d
23 published at the time of the latest cevision date logged at the end of this
24 specifcation, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIV� REQUIR�MENTS
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31
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33
34
35
36
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b, Wl�en traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days foi• review of proposed Traffic Control.
B, Street Use Permit
1. Prioi• to installation of Traffic Control, a City Street Use Permit is required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
O1 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAPFIC CONTROL
Page 2 of 3
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a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
1) Allow a minimum of 5 working days for permit review.
2) Conti•actor's responsibility to coordinate review of Traf�c Control plans for
Sh�eet Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Worlcs Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traf�c Control
plans for Street Use Permit, such that construction is not delayed.
D, Removal of Street Sign
l. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporaiy Signage
1. In the case of regulatory signs, replace permanent sign with temporaiy sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MLTTCD).
2. Install temporaiy sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign,
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
O1 5526-3
STRGET USE PERMIT AND MODIFICATIONS TO TRAPFIC CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D)
3 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
4 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT US�D]
8 1.12 WARR.ANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF S�CTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
1
2
3 PART1- GENERAL
4
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SECTION O1 58 13
TEMPORARY PROJECT SIGNAGE
1.1 SUMMARY
A. Section Includes;
1. Temporaiy Project Signage Requirements
B. Deviations fi�om this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to;
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidia�y to the various Items bid.
No separate payment will be allowed for this Item.
1.3 itEFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.S SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAG�, AND HANDLING [NOT US�D]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT US�D]
28 2.2 EQUII'MENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
O1 58 13 -2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
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1. Provide fi•ee standing Project Designation Sign in accordance with City's Standard
Details for project signs.
B. Materials
1. Sign
a. Constructed of'/a-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORI�S [NOT US�D]
2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 INSTALLATION
13 A. General
14 1. Provide vertical installation at extents of project.
15 2. Relocate sign as needed, upon request of the City.
16 B. Mounting options
17 a. Slcids
18 b. Posts
19 a Barricade
20 3.5 REPAIlt / RESTORATION [NOT USED]
21 3.G 1tE-INSTALLATION [NOT US�D]
22 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USEDJ
23 3.8 SYST�M STARTUP (NOT US�D]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT US�D]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT US�D]
28 3.13 MAINTENANCE
29 A. General
30 1. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
015813-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
�
2
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS 02092
Revised July l, 2011
oi �o 00 - �
MOBILIZATION AND REMOBILIZATION
Page 1 of 3
2
S�CTION Ol 70 00
MOBILIZATION AND REMOBILIZATION
3 PART1- G�NERAL
4 1.1 SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
2. Mobilization and Demobilization
a. Mobilization:
1) Transportation of Contractor's peisonnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's peisonnel, equipment, and operating supplies
to another location within tl�e designated Site
5) Relocation of necessaiy general facilities for the Contractor's operation
from one location to another location on the Site,
b. Demobilization:
1) Transpoi�tation of Contractor's personnel, equipment, and operating supplies
away fi•oin the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do ilot include activities for specific items of
worl< that are for which payment is provided elsewhere in the contract.
3. Remobilization
a, Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization;
a) Transpoi�tation of Contractoi�'s pe�sonnel, equipment, and operating
supplies fi•om the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessaiy to suspend the Worlc.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization;
a) Transportation of Contractol•'s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessaiy general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and De�nobilization fi•om one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
ol �000-a
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1
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18
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transpoi�tation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Worl< Ordej•.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transpoi�tation of Contractoi's personnel, equipment, and operating
supplies fi•om the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 2411ours of the issuance of the Work Order.
19 B. Deviations from City of Fort Worth Standards
20 2. None
21 C. Related Speci�cation Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDURES
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
A. Measurement and Payment
2. Mobilization and Demobilization
a. Measurement and Payment
1) Work associated with this Item is considered subsidiaiy to the various items
bid. No separate payment will be allowed for this item.
3. Remobilization for suspension of Worlc as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization preformed.
b. Payment
1) The worlc performed in accordance with this Item will be paid for at the
unit price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
4. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of 00 72 00 General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
017000-3
MOBILiZATION ANll RGMOBILIZATION
Page 3 of 3
1
2
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5
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9
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21
22
23
24
25
26
27
28
29
30
2) No payments will be made for standby, id(e time, or lost profits associated
with this Item,
5. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measuretnent for this Item shall be foc each Mobilization and
Demobilization required by the Conti•act Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiaiy to
mobilization and shall not be paid for separately,
c, The price shall include
1) Mobilization as desci•ibed in Section 1.1.A.3,a.1)
2) Demobilization as described in Section 1,1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item,
6. Emergency Mobilizations and Demobilizations foc Miscellaneous Projects
a. Measm�ement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Emergency Mobilization" in accordance
with Contract Documents, Demobilization shall be considei•ed subsidia�y
to mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, oi• lost profits associated
this Item.
31 1.3 TO 1.12 [NOT US�D]
32 PART 2- PRODUCTS [NOT USED]
33 PART 3- EXECUTION [NOT USED]
34
35
�
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 7AN 06]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
017123-1
CONSTRUCTION STAKING
Page 1 of 3
1
2
SECTION O1 71 23
CONSTRUCTION STAKING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section includes:
6 l. Requirements for construction staking.
7 B. Deviations fi�om 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 Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDUI2ES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiaiy to the various Items bid,
15 No separate payment will be allowed for this Item.
16 1.3 REFER�NCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
A. Construction Stakes
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
3. General
a. It is the Contractor's responsibility to coordinate stal<ing such that construction
activities are not delayed or negatively impacted.
b, Contractor is responsible for preserving and maintaining stakes furnished by
City.
c. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup.
1) The cost for staking will be deducted fi�om the payment due to the
Contractor for the Project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section O1 33 00.
1. All submittals shall be approved by the Engineer or the City pr•ior to deliveiy.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
017123-2
CONSTRUCTION STAKING
Page 2 of 3
1 1.6 ACTION SUBMITTALS/INrORMATIONAL SUBMITTALS
2 A. Certificates
3 1, Provide certi�cate cei�tifying that elevations and locations of improvements are in
4 confoi•mance or non-conformance with requirements of the Conti•act Documents.
5 a, Certificate must be sealed by a registered professional land sui•veyoi• in the
6 State of Texas.
7 B. Field Quality Control Submittals
8 1. Documentation verifying accuracy of field engineering work
9 1.7 CLOS�OUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANC� MAT�RIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSUI2ANC�
12 A. Use adequate numbers of slcilled worlcmen who a1•e thoroughly trained and experienced
13 in the necessary crafts and who are completely familiay� with the specified requirements
14 and the methods needed for proper performance of the Work.
15 1.10 D�LIV�RY, STORAGE, AND HANDLING [NOT US�D]
16 1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
17 1.12 WARItANTY [NOT USED]
18 PART 2- PRODUCTS [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALL�RS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PItEPARATION
23 A. Verify location and protect control points before commencing Worlc.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATION [NOT USED]
26 3.5 R�PAIR / It�STORATION [NOT USED]
27 3.6 R�-INSTALLATION [NOT USED)
28 3.7 FIELD [oR) SITE QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Worlc.
30 B. Do not change or relocate reference points without approval fi•om the City.
31 C. Utilize recognized engineering suivey practices.
CITY OP FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
01 71 23 - 3
CONSTRUCTION STAKING
Page 3 of 3
1 3.8 SYST�M STARTUP (NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT US�D]
5 3.12 PROTECTION (NOT US�D]
6 3.13 MAINTENANC� [NOT US�D]
7 3.14 ATTACHM�NTS [NOT USED]
8 END OF SECTION
0
10
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
017423-1
CLEANING
Page 1 of 4
1
2
5ECTION O1 74 23
CLEANING
3 PART1- GEN�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
A. Section Includes:
1. Intermediate and �nal cleaning for Worl< not including special cleaning of closed
systems specified elsewhere
B. Deviations fi•om this City of Foi�t Worth Standard Specification
1. None,
C. Related Speci�cation Sections include, but are not necessarily limited to:
1, Division 0— Bidding Requicements, Conti•act 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 PROC�DUI2�S
15 A. Measurement and Payment
16 1. Worlc associated with this Item is considered subsidiaiy to the various Items bid,
17 No separate payment will be allowed for this Item.
18 1.3 R�F�R�NC�S [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREM�NTS
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 immediately prior to final
24 inspection.
2S 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INI�'ORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
28 1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT USEDJ
29
�
31
32
33
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAG�, AND HANDLING
A. Storage and Handling Requii•ements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those inatecials.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
01 74 23 - 2
CLEANING
Page 2 of 4
1 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
2 1.12 WAI2I2ANTY [NOT USED]
\
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISH�D [oR) OWN�R-SUPPLIEDPRODUCTS [NOT US�D]
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 SOURC� QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [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 FI�LD [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 hazai•dous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety ordeis of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storin or sanitaiy 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.
CITY OF FORT WORTH HMAC SURFAC� OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
017423-3
CLEANING
Page 3 of 4
1 6. Handle matei•ials in a controlled mauner with as few handlings as possible.
2 7. Tlloroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporaty construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reseives the right to
7 have the cleaning completed at the expense of the Conti•actor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. ICeep Woi•k areas clean so as not to hinder health, safety or convenience of
11 persoimel in existing facility operations,
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3, Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away fi�om construction or operational activities
16 c. Haul fi•om site at a minimum of once per week
17 4. Vacuum clean intei•ior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
C. Interior Final Cleaning
1. Remove gi•ease, mastic, adhesives, dust, dirt, stains, fingerpi•ints, labels and other
foreign materials fi�om sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, latnps and tcims clean.
3. Wash and shine glazing and inirrors.
4. Polish gtossy surfaces to a cleai• shine.
5. Ventilating systems
a. Clean permanent �Iters and replace disposable filters if units were operated
during construction,
b. Clean ducts, blowers and coils if units were operated without flters dui•ing
construction.
6. Replace all burned out lamps,
7. Broom clean process area floors.
8. Mop office and control room floors,
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
01 74 23 - 4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion control fi�om site.
3 5. Clean signs, lights, signals, etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROT�CTION [NOT USED]
6 3.13 MAINTENANCE [NOT US�D]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
�
9
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
017719-1
CLOSEOUT REQUIREMENTS
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12 1.2
SECTION O1 77 19
CLOSEOUT REQUIREMENTS
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations fi•om this City of Fol�t Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foims and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDUI2ES
13 A. Measurement and Payment
14 1. Woi•k associated with this Item is considei•ed subsidiaiy to the vai•ious Items bid.
15 No separate payment will be allowed for this Ttem.
16 1.3 REFERENCES [NOT USED)
17 1.4 ADMINISTRATIV� I2EQUII2�M�NTS
18
19
20
21
22
23
24
25 1.5
26
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guai•antees, bonds,
certificates, licenses and affidavits i•equired fot� Work or equipment as specified are
satisfactorily filed with the City.
B, Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
celease of liens has been submitted to the City.
SUBMITTALS
A. Submit all requii•ed documentation to City's Project Repi•esentative.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July i, 2011
1 1.6 INFORMATIONAL SUBMITTALS [NOT US�D]
2 1.7 CLOS�OUT SUBMITTALS (NOT US�D]
3 PART 2- PRODUCTS [NOT USEDj
4 PART 3 - �XECUTION
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
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23
B. Prior to requesting Final Inspection, perform �nal cleaning in accordance with Section
O1 74 23.
C. FinalInspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present,
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice fi•om the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completi�n of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault I<eys
g. Handwheels
h. Other expendable items as required for initial start-up and opei•ation of all
equipment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (20t3-4)
02092
01 77 19 - 3
CLOS�OUT REQUIREMCNTS
Page 3 of 3
1
2
3
4
5
6
7
8
9
10
ri
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
D. Notice of Project Completion
l. Once the City Project Representative finds the Worlc subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Pi•oject Completion (Green Sheet).
E, Supporting Documentation
1, Coordinat� with the City Project Re�resentative to complete tl�e 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 requii•ed)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1, Upon review and acceptance of Notice of Project Cotnpletion and Supporting
Docuinentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for• payment.
3.5 IZ�PAIR / I2ESTORATION [NOT US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT USED]
3.8 SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT USED]
3.11 CLOS�OUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHM�NTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
017839-1
PROJECT RECORD DOCUMENTS
Page 1 of 5
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SECTION O1 78 39
PROJECT RECORD DOCUMENTS
3 PARTl- GENERAL
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1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Seivice Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations fi•om this City of Fort Worth Standard Specification
l. None.
C. Related Speci�cation 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 subsidiaiy to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT US�D]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
01 78 39 - 2
PR07ECT RECORD DOCUMENTS
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2, Accuracy of records shall be such that future searches for items shown in the
Conh•act Documents may rely reasonably on information obtained fi•om the
approved Project Record Documents.
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual infoi•mation cegarding all aspects of the Work, both concealed and
visible, to enable future modification of the Worlc to proceed without lengthy and
expensive site measucement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and fi•om loss and damage until completion of the Worlc and transfer of all recorded
data to the final Project Record Documents,
2. In the event of loss of recorded data, use means necessa�y to again secure the data
to the City's approval.
a, In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT US�D]
20 PART 2 - PRODUCTS
21
►�►,7
2.1 OWNER-FURNISHED [oR] OWN�R-SUPPLIED PRODUCTS [NOT US�D]
2.2 I2ECORD DOCUMENTS
23 A. Job set
24 1. Promptly following receipt of the Notice to Proceed, secure fi•om the City, at no
25 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
26 B. Final Record Documents
27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 5
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2.3 ACCESSOItIE5 [NOT USED]
2.4 SOURC� QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALL�RS [NOT US�D]
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3.2 EXAMINATION [NOT USED]
3.3 PR�PARATION [NOT US�D]
3.4 MAINTENANCE DOCUM�NTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
2. Prese�vation
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 entiy of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Suivey
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, Recoi•d any deviations from Conti•act Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arcangement 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 wiihin 1
inch, the centerline of each run of items.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
01 78 39 - 4
PROJECT RECORD DOCUMGNTS
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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 identi�cation sufficiently descriptive that it may be related
i•eliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, convecsion serves no useful purpose. However,
do not rely upon waiveis being issued except as speciiically 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 docuinents, 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 ach�al location of items.
c. Call attention to each entiy by drawing a"cloud" around the ai•ea or areas
affected.
d, Make changes neatly, consistently and with the proper media to assure
longevity and cleac reproduction.
2, Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been 1<ept 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 fi•om the City at the City's usual chacge 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 US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT US�D]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROT�CTION [NOT US�D]
3.13 MAINT�NANCE [NOT USED]
3.1� ATTACHMENTS (NOT USED]
40 END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
01 78 39 - 5
PROJECT RECORD DOCUMENTS
Page S of 5
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Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July I, 2011
024115-1
PAVING REMOVAL
Page 1 of 6
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SECTION 02 41 15
PAVING REMOVAL
3 PARTl- GEN�RAL
4 1.1 SUMMARY
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IS
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A. Section Includes
1. Removing concrete paving, 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 fi•om City of Fot�t Worth Standards
1. None
C. Related Speci�cation 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 11 33 - Cement Treated Base Course
19 1.2 PRIC� AND PAYMENT PROCEDURES
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A, Measurement and Payment
1. Measurement
a. Remove Concrete Paving; measure by the square yard fcom back-to-back of
curbs.
b, Remove Asphalt Paving: measure by the square yai•d between the lips of
gutters,
c. Remove Brick Paving: measure by the square yard.
d. Remove Concrete Cueb and Gutter; measure by the linear foot.
e. Remove Concrete Valley Gutter: measure by the square yard
f. Wedge Milling; measure by the square yard for vaiying thicicness.
g. Surface Milling; measure by the square yard for vaiying thicicness.
h. Butt Milling: measured by the linear foot.
i. Pavement Pulverization: measure by the squaY•e yard.
j. Remove Speed Cushion: measure by each,
2. Payment
a. Remove Conci•ete Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute worlc.
b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipmeirt, labor and incidentals needed to execute work.
c. Remove Brick Paving; full compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
024115-2
PAVING REMOVAL
Page 2 of 6
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d.
e.
f.
g•
h,
i.
J•
k.
1.
Remove Concrete Curb and Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
worl<.
Remove Concrete Valley Gutter; fi�il compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
worl<.
Wedge Milling: full compensation for all milling, hauling milled materiai to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessaiy
to execute the work.
Surface Milling: full compensatioiz for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessaiy
to executethe work.
Butt Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessaiy
to execute the work.
Pavement Pulverization: full compensation for all labor, material, equipment,
tools and incidentals necessary to pulverize, remove and store the pulverized
mater•ial, undercut the base, mixing, compaction, haul off, sweep, and dispose
of the undercut material.
Remove speed cushion: filll compensation for removal, hauling, disposal,
tools, equipment, labor, and incidentals needed to execute the work.
No payment for saw cutting of pavement or curbs and gutters will be made
under this section. Include cost of such woi•I< in unit prices for items listed in
bid form requiring saw cutting.
No payment will be made for work outside maximum payment limits indicated
on plans, or for pavements or structures removed for CONTRACTOR's
convenience,
28 1.3 REFERENCES
29 A. ASTM International (ASTM):
30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
31 Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 201 I
0241 (5-3
PAVING REMOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE R�QUIR�M�NTS [NOT USED]
2 1.5 SUBMITTALS [NOT US�D]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NpT US�D]
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURA.NCE [NOT USED]
7 1.10 D�LIVERY, STORAG�, AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS
11 2.1 OWNER-FURNISH�D PRODUCTS (NOT US�D]
12 2.2 �QUIl'MENT [NOT US�D]
13 2.3 ACCESSORIES [NOT USED]
14 2.4 SOURC� QUALITY CONTROL [NOT U5ED]
15 PART 3 - EX�CUTION
16 3.1
17 3.2
18 3.3
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a1
22 3.4
EXAMINATION [NOT USED]
INSTALLERS [NOT US�D]
PItEPARATION
A. General:
1. Mark paving removal limits for City approval prior to beginning removal.
2. Identify 1<nown utilities below grade - Stake and flag locations.
PAVEMENT I2�MOVAL
23 A. General.
24 1. Exercise caution to miuimize damage to undergcound utilities.
25 2. Minimize amount of earth removed.
26 3. Remove paving to ueatly 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 a 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 pei•pendicular to existing joint.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (20(3-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised Juty l, 2011
0241 ]5-4
PAVING REMOVAL
Page 4 of 6
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3. Sawcut pai•allel to the original sawcut in sqi�are or rectangular fashion.
4. If a sawcut falls within 5 feet of an en existing dummy joint, consh�uction 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, sh�aight line for the purpose of removing the damaged area.
C. Remove Concrete Paving and Concrete Valley Gutter
1. Sawcut: See 3.4.B.
2. Remove concrete to the nearest expansion joint or vertical saw cut.
10 D. Remove Concrete Curb and Gutter
11 1. Sawcut: See 3.4.B.
12 2. Minimum limits of removal: 30 inches in length.
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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 stocicpile 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. �
f. 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 bricic 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 necessa�y pavement thicicness 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 fi�om 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,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
024115-5
PAVING REMOVAL
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f. Variable Speed in order to leave the specified grid pattern.
g. Equipped to minimize air pollution.
3. Wedge Milling and Surface Milling
a. Wedge Mill existing asphalt, concrete or bricl< pavement fi�om 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 specified,
c. Provide a milled surface that provides a uniform surface fi�ee fi�om gouges,
ridges, oil film, and other imperfections of worlananship witl� a uniform
textured appearance.
d. In all situations where the existing H.M.A.C, surface contacts the curb face, the
wedge milling inchides 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 mannet� along both
sides of the street or as directed.
4. Butt Joint Milling
a, Mill butt joints i�lto the existing surface, in association with tlle wedge milling
operation.
b. Butt joint will provide a fiill 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 matei•ial is i•emoved. 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 r•equii•ed on both sides of all raih�oad tracks and concrete
valley gutters, bridge decics and culverts and all other items wl�ich transverse
the street and end the continuity of the asphalt surface.
e. Malce each butt joint 20 feet long and milled out across the full width of the
street section to a tapei•ed depth of 2 incl�.
£ Tapei• the rnilled area within the 20-feet to a depth fi�om 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 Paving
1. Remove masonry paving units to the limits speci�ed 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
ya►•d at 3300 Yuma Street oi• 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-inch base cut at a depth of 8 inches from the existing pulverized sui•face.
2. Cement Application
a. Use 1.5% Poiiland cement.
b. See Section 32 11 33.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
024115-6
PAVING REMOVAL
Page 6 of 6
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3. Mixing: see Section 32 11 33.
4, Compaction: see Section 32 11 33,
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.
I. Remove speed cushion
1. Scrape or sawcut speed cushion fi�om existing pavement without damaging existing
pavement.
3.5 R�PAIR [NOT US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT US�D]
3.8 SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
312 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
Table 1
2 Gradation Re uirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No, 4 60
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F' . Compaction
1. Prior to the beginning of compactiou, the inixture shall be in a loose condition foi•
its full depth.
2. Compact material to at least 95-percent of the maximum density as determined by
ASTM D698.
3. At the start of compaction, the percentage of moistui•e in the mixture and in un-
pulverized soil lumps shall be less than the quantity which shall cause the soil-
cement mixture to become unstable during compaction and finishing.
4. When the uncompacted soil-cement mixture is wetted by rain so that the average
moisture content exceeds tl�e tolerance given at the time of final compaction, the
entire section shall be reconstructed in accordance with this specification at the sole
expense of the CONTRACTOR,
5. The specified optimum moist�u�e content and density shall be determined in the
field on the representative samples of soil-cement mixture obtained from the area
being processed.
6. Final moisture content shall be within minus-2 to plus-4-of optimum.
7. Begin compaction after mixing and after gradation and moisture requirements have
been met.
8, Begin compaction at the bottom and continue until the entire depth of the mixtuce is
uniformly compacted.
9. Uniformly compact the mixture to tUe specified density within 2-hom�s.
10. After the soil and cement mixture is compacted uniformly apply water as needed
and thoroughly mix in.
11. Reshape the sm�face to the required lines, grades and cross section and then lightly
scarify to loosen any imprint left by the compacting or shaping equipment.
G. Maintenance
1. Maintain the soil-cement ti•eatinent in good condition ft•om the time it first starts
worlc until all work shall is completed,
2. Maintenance includes immediate repairs of any defect that may occur after the
cement is applied.
3. Maintenance worlc shall be done by the CONTRACTOR at the CONTRACTOR'S
expense and repeated as often as necessary to keep the area continuously intact.
4, Repaiis are to be made in such a manner as to insure restoration of a uniform
surface for the full depth of treatment.
5, Remedy any low area of treated subgrade by scai•ifying the surface to a depth of at
least 2 inches, filling the area with treated material and compacting.
6. Remedy any low area of subbase or base shall by ceplacing the material for the full
depth of subbase ot� base treatment rather than adding a thin layer of stabilized
material to the completed work.
H. Finishing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
1 l.
2
3
4 2.
5 3.
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7 4.
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10 5.
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321133-6
CGMENT TREATED BASE COURSES
Page 6 of 7
After completing compaction of the final couise, clip, skin, or tight-blade the
surface of the cement-treated material with a maintainer or subgrade trimmer to a
depth of approximately 1/4 inch.
Remove loosened material and dispose of at an approved location.
Roll the clipped surface immediately with a pneumatic tire roller adding small
incrernents of moisture as needed and until a smooth surface is attained,
Add small amounts of water as needed during rolling. Shape and maintain the
course and surface in conformity with the typical sections, lines, and grades shown
on the plans or as directed.
Surface compaction and finishing shall proceed in such a manner as to produce, in
not more than 2-hours, a smooth, closely knit surface, fi�ee of cracks, ridges or loose
material, conforming to the drawn grade and line shown on the plans.
After the final layer or course of the cement modified soil has been compacted, it
shall be brought to the required lines and grades in accordance with the typical
sections.
The completed section shall then be �nished by rolling with a pneumatic tire or
other suitable roller sufficiently to create micro cracking.
I. Curing
l. General
a. Cure for at least 72 hours.
b. Maintain the moisture content during curing at no lower than 2 percentage
points below optimum,
2. Curing method depends on finished pavement type:
a. Concrete pavement:
1) Sprinkle with water
2) Maintain moisture during curing
3) Do not allow equipment on the �nished course during curing except as
required for sprinkling, unless otherwise approved.
b. Asphalt Pavement:
1) Apply an asphalt material at a rate of 0.05 to 0.20 galion per square yard.
2) Do not allow equipment on the �nished com�se during curing
3. Continue curing until paving operations begin.
33 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
34 3.6 RE-INSTALLATION [NOT US�D]
35 3.'7 FIELD QUALITY CONTROL
36 A. Density Test
37 1. City Project Representative must be on site dw•ing density testing
38 2. City to measure density of cement treated base course in accordance with ASTM
39 D6938.
40 3. Spacing directed by City (1 per block minimum).
41 4. City Project Representative determines density testing locations.
42 B. Depth Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321133-7
CEMENT TREATED BASE COURS�S
Page 7 of 7
1
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3
4
5
6
7
8
9
10
m
12
1, Take minimum of one core per 500 lineai• feet per each direction of travel
staggering test location in each lane to determine in-place depth.
2, City Project Representative determines depth testing locations.
3.8 SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED]
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT US�D]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321216-1
ASPHALT PAVING
Page 1 of 23
1
2
3 PART1- GENERAL
S�CTION 32 12 16
ASPHALT PAVING
4 1.1 SUMMARY
5 A. Construct a pavement layer composed of a compacted, dense-graded mixture of
6 aggregate and asphalt binder for surface or base courses.
7 B, Standai•d Detail
8 1. H.M.A.C. Pavement Consh�uction Details
9
10
11
12
13
14
C. Deviations from City of Fort Worth Standards
1. None
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 17 - Permanent Asphalt Paving Repair
15 1.2 PRICE AND PAYMENT PROCEDUR�S
16 A. Measurement and Payment
17 L Measurement
18 a. Asphalt Pavement: measure by the square yard of completed and accepted
19 asphalt pavement in its final position for various thicknesses and types.
20 b. H.M.A.C. Transition: measure by the ton of composite hot mix.
21 c. Asphalt Base Course: measure by the square yard of completed and accepted in
22 its final position for various thicknesses.
23 d. H.M.A.C. Pavement Level Up: measure by the ton of completed and accepted
24 in its final position.
25 e. H,M.A.C. Speed Cushion: measure by each completed and accepted in its final
26 position.
27 2. Payment: Based on the work performed and all materials furnished and subsidiaiy
28 work and materials include:
29 a. shaping and fine grading the roadbed
30 b. furnishing, loading and unloading, storing, hauling and handling all materials
31 including all fi�eight and royalty
32 c. traffic control for all testing
33 d. asphalt, aggregate, and additive
34 e. materials and work needed for co�-rective action,
35 f. equipment, labor, tools
36 g, trial batches,
37 h, tack coat,
38 i. removal and/or sweeping excess material.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 ]6 -2
ASPHALT PAVING
Page 2 of 23
2
3
4
5
6
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43
44
45
1.3 R�F�12�NCES
A. Abbreviatioiis and Acronyms
1. RAP (reclaimed asphalt pavement)
2, SAC (surface agg��egate classification)
3. BRSQC (Bituminous Rated Sotu•ce Quality Catalog)
4. AQMP (Aggregate Quality Monitoring Program)
5. H.M.A.C. (Hot Mix Asphalt Concrete)
6. WMA (Warm Mix Asphalt)
B. Reference Standards
1.
2,
3.
4.
Reference standards cited in this specification refet• to the cul•rent reference standard
published at the time of the latest i•evision date logged at the end of this
specification, unless a date is specifically cited.
National Institute of Standards and Technology (NIST)
a, Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical
Requirements for Weighing and Measuring Devices
ASTM International (ASTM);
a. ASTM D6084 - 06 Standard Test Method foi� Elastic Recovety of Bituminous
Materials by Ductilometer
Amei•ican Association of State Highway and Ti•ansportation Officials
a. MP2 Standard Specification for Superpave Volumetric Mix Design
b. PP28 Standard Practice for Superpave Voltunetric Design for Hot Mix Asphalt
(HMA)
a T 201, Kinematic Viscosity of Asphalts (Bitumens)
d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
Viscometer
e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
Using Rotational Viscometer
f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
Binder Using the Bending Beam Rheometer (BBR)
5. Texas Department of Transportation
a. Bituminous Rated Source Quality Catalog (BRSQC)
b. TEX 100-E, Surveying and Sampling Soils for Highways
a Tex 106-E, Calculating the Plasticity Index of Soils
d, Tex 107-E, Determining tlie Bar Linear Shrinkage of Soils
e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
f. Tex 203-F, Sand Equivalent Test
g. Tex-204-F, Design of Bituminous Mixtures
h. Tex-207-F, Detei•mining Density of Compacted Bituminous Mixtures
i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse
Aggregates
j. Tex-226-F, Indirect Tensile Strength Test
k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures
1. Tex-243-F, Tack Coat Adhesion
m. Tex-244-F, Thermal profile of Hot Mix Asphalt
n. Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (20(3-4)
02092
321216-3
ASPHALT PAVING
Page 3 of 23
1
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16 1.4
o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates
(Decantation Test for Concrete Aggregates)
p. Tex 408-A, Organic Impur�ities in Fine Aggregate for Concrete
q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine
r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
s. TeY 460-A, Determining C��ushed Face Particle Count
t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion
u. Sulfate
v. Tex-530-C, Effect of Water on Bituininous Paving Mixtures
w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified
Asphalt Systems
x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
ADMINISTRATIVE REQUIREMENTS [NOT USED]
17 1.5 ACTION SUBMITTALS [NOT USED]
18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1.
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
22 l.g nUALITY ASSURANCE �NOT USED1
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 l.11 FIELD CONDITIONS
25 A. Weather Conditions
26 1. Place mixture when the roadway surface temperature is equal to or higher than the
27 temperatures listed in Table 1.
28 Tabte 1
29 Minimum Pavement Surface Tem eratures
Minimum Pavement Surface Temperatures in
De rees Fahrenheit
Originally Specified High Subsurface Layers or Surface Layers Placed in
Tempei•ature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45
PG 70 55�
PG 76 or higher 60�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly I, 2011
�
.�
.1
HMAC SURFACE OVERLAY (2013-4)
02092
321216-4
ASPHALT PAVTNG
Page 4 of 23
1 �' Contractois may pave at temperatures 10°F lower than the values sliown in Table 1
2 when utilizing a paving process including WMA or equipment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held thermal can�era
4 or a hand held infi•ared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted mat has no moi•e than
6 10° F of thermal segregation.
7
8 2, Unless otherwise shown on the plans, place mixtures only when weather conditions
9 and moisture conditions of the i•oadway sui•face are suitable in the opinion of the
1 o City.
11
12 1.12 WAItRANTY [NOT US�D]
13 PART 2 - PRODUCTS
14 2.1 OWNER-FURNISH�D PRODUCTS [NOT US�D]
15 2.2 MATERIALS
16
17
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20
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22
23
24
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26
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29
30
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32
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34
35
36
37
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39
40
41
42
A, General:
1. Fm•nish uncontaminated materials of uniform quality that meet tl�e requirements of
the plans and specifications.
2. Notify the City of all material som•ces.
3. Notify the City before changing any material source or formulation.
4. When the CONTRACTOR makes a source or formulation change, the City will
verify that the requirements of this speci�cation are met and may require a new
laborato�y mixture design, trial batch, or• both.
5. The City may sample and test project materials at any time during the project to
verify compliance,
6. The depth of the compacted lift should be at least two times the nominal maximum
aggregate size.
B. Aggregate.
General:
a. Furnish aggregates fi�om sources that conform to the requirements shown in
Table l, and as specified in this Section, unless otherwise shown on the plans.
b. Provide aggregate stockpiles that meet the definition in this Section for either
coarse aggi•egate or fine aggi•egate.
c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
stockpiles in accordance with this Section.
d. Aggregate fi•om RAP is not required to meet Table 2 requirements unless
otherwise shown on the plans.
e. Supply mechanically crushed gravel or stone aggregates that meet the
de�nitions iu Tex 100 E.
£ Samples must be fi•om materials produced foi• the project.
g. The City will establish the surface aggi•egate classification (SAC) and perform
Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321216-5
ASPHALT PAVING
Page 5 of 23
1
2
3
4
5
6
7
8
9
h, Perform all other aggregate quality tests listed in Table 2.
i. Document all test results on the mixture design report.
j. The City may perform tests on independent or split samples to vei•ify
CONTRACTOR test results.
k. Stockpile aggregates for each source and type separately and designate for the
City.
1. Determine aggregate gradations for mixture design and production testing
based on the washed sieve analysis given in Tex 200 F, Part II.
Table 2
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
m. Coarse Aggregate.
1) Coarse aggregate stockpiles must have no more than 20 percent material
passing the No. 8 sieve.
2) Maximum aggregate size should not be over half of the proposed lift depth
to prevent particle on.particle contact issues.
3) Provide aggregates fi•om sources listed in the BRSQC.
4) Provide aggregate fi•om nonlisted som•ces only when tested by the City
and/or approved before use.
5) Allow 30 calendar days for the City to sample, test, and report results for
nonlisted sources.
6) Class B aggregate meeting all other requirements in Table 2 may be
blended with a Class A aggregate in order to meet requirements for Class A
materials.
7) When blending Class A and B aggregates to meet a Class A requirement,
ensure that at least 50 percent by weight of the material retained on the
No. 4 sieve comes fi•om the Class A aggregate source.
8) Blend by volume if the bulk specific gravities of the Class A and B
aggregates differ by more than 0.300.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation.
2. Unless otherwise shown on the p(ans.
3. Unless otherwise shown on the plans. Only applies to c��ushed gravel.
321216-6
ASPHALT PAVING
Page 6 of 23
1 9) When blending, do not use Class C or D aggregates.
2 10) For blending purposes, coaise aggregate fi•om RAP will be considered as
3 Class B aggregate.
4 11) Pcovide coarse aggregate with at least the minimum SAC shown on the
5 plans.
6 12) SAC requirements apply only to aggregates used on the surface of travel
7 lanes, unless otherwise shown on the plans.
8 n. RAP is salvaged, milled, pulverized, brolcen, or ci•usl�ed asphalt pavement.
9 1) No RAP permitted for TYPE D H.M.A.C.
10 2) Use no more than 20 percent RAP on TYPE B H.M.A.C, unless otherwise
11 shown on the plans.
12 3) Ci•us}� or brealc RAP so that 100 pei•cent of the pai•ticles pass the 2 inch
13 sieve.
14 4) RAP fi�om either CONTRACTOR or City, including RAP generated during
15 the project, and is permitted only when shown on the plans,
16 5) City-owned RAP, if allowed for use, will be available at the location
17 shown on tlie plans.
18 6) When RAP is used, determine asphalt content and gradation for mixture
19 design purposes,
20 7) Perform other tests on RAP when shown on the plans,
21 8) When RAP is allowed by plan note, use no more than 30 percent RAP in
22 Type A or B mixtures unless othei•wise shown on the plans.
23 9) Do not use RAP contaminated with dirt or� other objectionable materials.
24 10) Do not use the RAP if the decantation value exceeds 5 percent and the
25 plasticity index is greater tl�an 8.
26 11) Test the stocicpiled RAP for decantation in accordance with the laboratoiy
27 method given in Tex-406-A, Part I.
28 12) Determine the plasticity index using Tex-106-E if the decantation value
29 exceeds Spercent.
30 13) The decantation and plasticity index requirements do not apply to RAP
31 samples with asphalt removed by extraction.
32 14) Do not intermingle CONTRACTOR-owned RAP stocicpiles with City-
33 owned RAP stocicpiles,
34 15) Remove unused CONTRACTOR-owned RAP material fi•om the project
35 site upon coinpletion of the project.
36 16) Return unused City-owned RAP to the designated stocicpile location.
37 0. Fine Aggregate.
38 1) Fine aggregates consist of manufactured sands, screenings, and field sands,
39 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
40 3) Supply fine aggregates that are fcee from organic impurities.
41 4) The City may test the fine aggregate in accordance with Tex-408-A to
42 verify the material is fi�ee from organic impurities.
43 5) At most 15 percent of the total aggregate may be field sand or other
44 unccushed fine aggregate.
45 6) With the exception of �eld sand, use fine aggregate fi•om coarse aggregate
46 sources that meet the requii•einents shown in Table 2, unless otherwise
47 approved.
CITY OF PORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
321216-7
ASPHALT PAVING
Page 7 of 23
1
2
3
�
7) If 10 percent or mol•e of the stockpile is retained on the No. 4 sieve, test the
stockpile and verify tllat it meets the requirements in Table 1 for coarse
aggregate angularity (Tex-460-A) and flat and elongated particles
(Tex-280-F).
Table 3
Gradation Re uirements for Fine A re ate
pei•cent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
5
6
7
8
9
10
11
12
13
2. Mineral Filler. Mineral filler consists of fnely divided mineral matter such as
agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
allowed unless otherwise shown on the plans. Do not use more than 2 percent
hydrated lime or cement, unless otherwise shown on the plans. The plans may
require or disallow specific mineral �llers. When used, provide mineral fller that:
a. is sufficiently diy, free-flowing, and fi•ee fi•om clumps and foreign matter;
b. does not exceed 3 percent linear shrinkage when tested in accordance with
Tex-107-E; and meets the gradation requirements in Table 4.
14 Table 4
15 G�•adation Re uirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17
18
19
20
21
22
23
3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
may be reintroduced into the mixing drum.
4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
binder specified as follows:
a. Performance-Graded Binders. PG binders must be smooth and homogeneous,
show no separation when tested in accordance with Tex-540-C, and meet
Table 5 requirements.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
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32 12 16 - 10
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0
2 b. Separation testing is not required if:
3 1) a modi�er is introduced sepai•ately at the mix plant eitlier by injection in the
4 asphalt line or mixer,
5 2) the binder is blended on site in continuously agitated tanlcs, or binder
6 acceptance is based on field samples talcen fi•om an in-line sampling port at
7 the hot mix plant after the addition of modifiers.
8 5. Tack Coat:
9 a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a
10 PG binder with a minimum high-tempei•atui•e grade of PG 58 for tack coat
11 binder in accordance with Section 2.2.A.5.
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6. Additives.
a. General:
1) When shown on the plans, use the type and rate of additive specified,
2) Other additives that facilitate mixing or improve the quality of the mixture
may be allowed when approved.
b. Liquid Antistripping Agent.
1) Furnish and incorporate all required asphalt antistripping agents in asphalt
concrete paving inixtures and asphalt-stabilized base mixtur•es to meet
moisture resistance testing requirements.
2) Provide a liquid antistripping agent that is unifo��m aud sliows no evidence
of crystallization, settling, or separation.
3) Ensw�e that all liquid antistripping agents arrive in;
a) properly labeted and unopened containers, as shipped fi�om the
manufactui•er, or
b) sealed tanlc trucl<s with an invoice to show contents and quantities.
c) Provide product infoi•mation to tl�e City including:
(1) Material safety data sheet
(2) Specific gravity of tlie agent at tlle manufacturer's recommended
addition temperature,
(3) Manufacturer's recommended dosage range, and
(4) Handling and storage instructions.
4) Addition of lime oi• a liquid antistripping agent at the Mix Plant,
incorporate into the binder as follows;
a) Handle in accoi•dance with the manufacturer's recommendations.
b) Add at the manufacturer's recommended addition tempei•ature.
c) Add into the asphalt line by means of an in-line-metering device.
c. Liquid Asphalt Additive Meters.
1) Provide a rneans to checic the accuracy of ineter output for asphalt primer,
fluxing material, and liquid additives.
2) Furnisli a meter that reads in increments of 0.1 gal. oi• less.
3) Verify accui•acy of the metei• in accordance with Tex-923-K.
4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements:
46 1) Unless otherwise shown on the plans, use the typical weight design
47 example given in Tex-204-F, Part I, to design a mixture meeting the
48 requirements listed iu Tables 2 tlirough 8.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
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2) Furnish the City with representative samples of all materials used in the
mixture design.
3) The City will verify the mixtw�e design.
4) If the design cannot be verified by the City, furnish another mixture design.
Table 6
Master Gradation Bands ( percent Passing by Weight or Volume)
and Volumetric Pro erties
Sieve B C D
Size Fine Coarse Fine
Base Sui•face Surface
1-1/2" — — —
1" 98,0-100.0 — —
3/4" 84.0-98.0 95.0-100.0 —
1/2" — — 98.0-100.0
3/8" 60.0-80.0 70.0-85.0 85,0-100.0
#4 40.0-60.0 43.0-63,0 50.0-70.0
#8 29.0-43.0 32.0-44.0 35.0-46.0
#30 13.0-28.0 14.0-28.0 15.0-29.0
#50 6.0-20.0 7.0-21.0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Desi n VMAI, ercent Minimum
— 13.0 14.0 15.0
Plant-Produced VMA, ercent Minimum
— 12.0 13.0 14.0
1. v oias m Mmerai Aggregates.
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Table 7
Laboratoi Mixture Desi n Pro erties
Property Test Requiyement
Method
Tar et laborato -molded densi , ercent Tex-207-F 96.0
Tensile strength (dry), psi (molded to 93 2
ercent � 1 ercent densi ) Tex-226-F 85-200
Boil test Tex-530-C —
l. Unless otherwise shown on the plans.
2. May exceed 200 psi when approved and may be waived when approved.
3, Used to establish baseline for comparison to production results. May be waived when
approved.
8. Warm Mix Asphalt (WMA)
a. WMA is defined as additives or processes that allow a reduction in the
temperature at which asphalt mixtures are produced and placed.
b. WMA is allowed for use at the CONTRACTOR's option unless otherwise
shown on the plans.
c. Produce an asphalt mixture within the temperature range of 215 degrees F and
275 degrees F.
CITY OF FORT WORTH
STANDA}tD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
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d, When WMA is not required as shown on plans, produce an asphalt mixture
within the temperature range of 215 degrees F and 275 degrees
4 2.3 ACC�SSORI�S [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT US�D]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 �XAMINATION [NOT US�D]
9 3.3 PREPARATION
10 A. Hauling Operations
11 1. Before use, clean all trucic beds to ensure mixture is not contaminated,
12 2. When a release agent is necessaiy to coat truck beds, use a release agent approved
13 by the City.
14 3. Petroleum based products, such as diesel fuel, should not be used,
15 4. If wind, rain, temperature or haul distance impacts cooling, insulate trucic beds or
16 covei• the truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes, insulate truc]< beds or• cover
18 the ti•uck bed with tai•paulin.
19 3.4 INSTALLATION
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A. Equipment.
l. General:
a, Provide required or necessa�y equipment to produce, haul, place, compact, and
core asphalt concrete pavement.
b. Ensure weighing and measuring equipment complies with speciitcation.
c. Synchronize equipment to produce a mixture meeting the required proportions.
2. Production Equipment:
a. Provide:
1) drum-mix type, weigh-batch, or modified weigh-batch mixing plants that
ensure a uniform, continuous production;
2) automatic propoi�tioning and measuring devices with interlock cut-off
circuits that stop operations if the control system malfunctions;
3) visible readouts indicating the weight or volume of asphalt and aggregate
proportions;
4) safe and accurate means to take required samples by inspection forces;
5) permanent means to checic the output of inetering devices and to perform
calibration and weight checks;
6) additive-feed systems to ensure a unifortn, continuous material flow in the
desired proportion.
3. Weighing and Measuring Equipment.
a, General.
CITY OF FORT WORTH
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1) Provide weighing and measuring equipment for materials measui•ed or
proportioned by weight or volume.
2) Provide certified scales, scale installations, and measuring equipment
meeting the requirements of NIST Handbook 44, except that the required
accuracy must be 0,4 percent of the material being weighed or measured.
3) Furnish leak-fi�ee weighing containers large enough to hold a complete
batch of the material being measured.
b. Truck Scales.
1) Furnish platform truck scales capable of weighing the entire trucic or truck—
trailer combination in a single draft.
c. Aggregate Batching Scales.
1) Equip scales used for weighing aggregate with a quic]< adjustment at zero
that provides for any change in tar•e.
�) Provide a visual means that indicates the required weight for each
aggregate.
d. Suspended Hopper.
1) Provide a means for the addition or the removal of small amounts of
material to adjust the quantity to the exact weight per batch.
2) Ensure the scale equipment is level.
e. Belt Scales.
1) Use belt scales for proportioning aggregate that are accurate to within 1.0
percent based on the average of 3 test runs, where no individual test run
exceeds 2.0 percent when checked in accordance with Tex-920-K.
£ Asphalt Material Meter.
1) Provide an asphalt material meter with an automatic digital display of the
volume or weight of asphalt material.
2) Verify the accuracy of the meter in accardance with Tex-921-K.
3) When using the asphalt meter for payment purposes, ensure the accuracy of
the meter is within 0.4 percent.
4) When used to measure component materials only and not for payment,
ensure the accuracy of the meter is within 1.0 percent.
g. Liquid Asphalt Additive Meters.
1) Provide a means to check the accuracy of ineter output for asphalt prime�•,
fluxing material, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gallon or less.
3) Verify accuracy of the meter in accordance with Tex-923-K.
4) Ensure the accuracy of the meter within 5.0 percent.
Drum-Mix Plants. Provide a mixing plant that complies with the requirements
below.
a. Aggregate Feed System.
1) Provide:
a) a minimum of 1 cold aggregate bin for each stocicpile of individual
materials used to produce the mix;
b) bins designed to prevent overflow of material;
c) scalping screens or other approved methods to remove any oversized
material, roots, or other objectionable materials;
d) a feed system to ensure a uniform, continuous material flow in the
desired proportion to the dryei;
e) an integrated means for moisture compensation;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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HMAC SURFACE OVERLAY (2013-4)
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1 fl belt scales, weigh box, or other approved devices to measure the weight
2 of the combined aggregate; and
3 g) cold aggi•egate bin flow indicatoi•s that automatically signal interi•upted
4 material flow.
5 b. Reclaimed Asphalt Pavement (RAP) Feed System.
6 1) Provide a separate system to weigh and feed RAP into the hot mix plant.
7 c. Mineral Filler Feed System.
8 1) Provide a closed system for mineral filler that maintains a constant supply
9 with minimal loss of material through the e�aust system.
10 2) Interlock the measuring device into the automatic plant controls to
11 automatically adjust the supply of mineral filler to plant production and
12 provide a consistent pei•centage to the mixture.
13 d. Heating, Dlying, and Mixing Systems.
14 1) Provide:
15 a) a dryer or mixing system to agitate the aggcegate during heating;
16 b) a heating system that controls the temperature during production to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely burns fuel and leaves no residue; and
19 d) a recording thermometer that continuously measures and records the
20 mixture discharge temperature.
21 e) Dust collection system to collect excess dust escaping from the drum.
22 e. Asphalt Binder Equipinent.
23 1) Supply equipment to heat binder to the reguired temperature.
24 2) Equip the heating apparatus with a continuously recoi•ding thermometer
25 located at the highest tempei•ature point,
26 3) Produce a 24 hour chart of the recorded temperature.
27 4) Place a device with automatic temperature compensation that accurately
28 meters the binder in the line leading to the mixer.
29 5) Fuinish a sampling port on the line between the storage tank and mixar,
30 Supply an additional sampling poi�t between any additive blending device
31 and mixer.
32 £ Mixture Storage and Discharge.
33 1) Pirovide a surge-storage system to minimize interruptions dui•ing operations
34 unless otherwise approved.
35 2) Furnish a gob hopper or other device to minimize segregation in the bin.
36 3) Provide an automated system that weighs the mixture upon discharge and
37 produces a ticket showing:
38 a) date,
39 b) project identification number,
40 c) plant identification,
41 d) mix identification,
42 e) vehicle identification,
43 � total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixtui•e in each load, and
46 i) load number or sequential ticicet number for the day.
47 g. Trucic Scales,
48 1) Pr•ovide standard platform scales at an approved location.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
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5. Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
"Drum-Mix Plants," except as required below.
a. Screening and Proportioning.
1) Provide enough hot bins to separate the aggregate and to control
proportioning of the mixture type specified.
a) Supply bins that discard excessive and oversized material through
overflow chutes.
b) Provide safe access for inspectors to obtain samples fi�om the hot bins.
b. Aggregate Weigh Box and Batching Scales,
1) Pcovide a weigh box and batching scales to hold and weigh a complete
batch of aggregate.
2) Provide an automatic proportioning system with low bin indicators that
automatically stop when matei�ial level in any bin is not sufficient to
complete the batch.
c. Asphalt Binder Measuring System.
1) Provide bucket and scales of sufficient capacity to hold and weigh binder
for 1 batch.
d. Mixer,
1) Equipment mixers with an adjustable automatic timer that controls the dry
and wet mixing period and locks the discharge doors for the required
mixing period.
2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section
2.2.B.5. "Weigh-Batch Plants," except as specifically described below.
a. Aggregate Feeds:
1) Aggregate control is required at the cold feeds. Hot bin screens are not
required.
b. Surge Bins.
1) Provide 1 or more bins large enough to produce 1 complete batch of
mixture.
c. Hauling Equipment.
1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
2) Cover each load of mixture with waterproof tarpaulins.
3) Before use, clean all truck beds to ensure the mixture is not contaminated.
4) When necessary, coat the inside truck beds with an approved release agent
from the City.
d. Placement and Compaction Equipment.
1) Provide equipment that does not damage underlying pavement.
2) Comply with laws and regulations concerning oveitiveight vehicles.
3) When permitted, other equipment that will consistently produce satisfactory
results may be used.
7. Asphalt Paver.
a. General:
1) Furnish a paver that will produce a finished surface that meets longitudinal
and transverse profile, typical section, and placement requirements.
2) Ensure the paver does not support the weight of any portion of hauling
equipment other than the connection.
3) Provide loading equipment that does not transmit vibrations or other
motions to the paver that adversely affect the finished pavement quality.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
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ASPHALT PAVING
Page 16 of 23
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4) Equip the paver with an automatic, dual, longitudinal-grade control systetn
and an automatic, transverse-grade control system.
b. Tractor Unit.
1) Supply a tractor unit that can push or propel vehicles, dumping direetly into
the finishing machine to obtain tlie desii•ed lines and grades to eliminate any
hand finishing.
2) Equip the unit with a hitch sufficient to maintain contact between the
hauling equipment's rear wheels and tlle finishing machine's pusher i•ollers
while mixture is unloaded.
c. Screed.
1) Provide a heated compacting screed that will produce a�inished surface
that meets longitudinal and transverse profile, typical section, and
placement requirements.
2) Screed extensions must pi•ovide the same compacting action and heating as
the main unit unless otherwise approved.
d. Grade Reference.
1) Provide a grade reference with enough support that the maximum
deflection does not exceed 1/16 inch between supports.
2) Ensure that the longitudinal controls can operate fi•om any longitudinal
grade reference including a string line, ski, mobile string line, or matching
shoes.
3) Furnish pavei• slcis or mobile string line at least 40 feet long unless
otherwise approved.
8. Material Transfer Devices,
a. Provide the specified type of device when shown on the plans.
b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt
paver.
c. When used, provide windrow picic-up equipment constcucted to pick up
substantially all roadway mixture placed in the windrow.
30 9. Remixing Equipment.
31 a. When requii•ed, provide equipment that iilcludes a pug mill, variable pitch
32 augers, or variable diameter augers operating under a storage unit with a
33 minimum capacity of 8 tons.
34 10. Motor Gradei•.
35 a. When allowed, provide a self-propelled gradei• witli a blade length of at least 12
36 feet and a wheelbase of at least 16 feet.
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11. Handheld Infi•ared Thermometer.
a. Provide a handheld infi•ared thermometer meeting the requirements of
Tex-244-F.
12. Rollers.
a, The CONTRACTOR may use any type of roller to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed.
b. When specific types of eguipment are required, use equipment that meets the
specified requirements.
c. Alternate Equipment.
1) Instead of the specified equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
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Page 17 of 23
1 2) Discontinue the use of the alternate equipment and furnish the specified
2 equipment if the desired results are not achieved.
3 d. City may require CONTRACTOR to substitute equipment if production rate
4 and quality requirements of the Contract are not met.
5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as
6 required or approved,
7 14. Distributor vehicles.
8 a. Furnish vehicle that can achieve a uniform tack coat placement.
9 b. The nozzle patterns, spray bar height and distribution pressure must work
10 together to produce uniform application.
11 c. The vehicle should be set to provide a"double lap" or "triple lap" coverage.
12 d. Nozzle spray patterns should be identical to one another along the distributor
13 spray bar.
14 e. Spray bar height should remain constant.
15 f. Pressure within the distributor must be capable of forcing the tack coat material
16 out of spray nozzles at a constant rate.
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15. Coring Equipment.
a. When coring is required, provide equipment suitable to obtain a pavement
specimen meeting the dimensions for testing.
B. Construction.
1. Design, produce, store, transport, place, and compact the specified paving mixture
in accordance with the requirements of this Section.
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3. The City will perform quality assurance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section.
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C. Production Operations.
l. General.
a. The City may suspend production for noncompliance with this Section.
b. Take corrective action and obtain approval to proceed after any production
suspension for noncompliance.
2. Operational Tolerances.
a. Stop production if testing indicates tolerances are exceeded on:
1) 3 consecutive tests on any individual sieve,
2) 4 consecutive tests on any of the sieves, or
3) 2 consecutive tests on asphalt content.
b. Begin production only when test results or other information indicate, to the
satisfaction of the City, that the next mixture produced will be within Table 9
tolerances.
3. Storage and Heating of Materials.
a. Do not heat the asphalt binder above the temperatures specified in Section
2.2,A, or outside the manufacturer's recommended values.
b. On a daily basis, provide the City with the records of asphalt binder and hot-
mix asphalt discharge temperatures in accordance with Table 10.
c. Unless otherwise approved, do not store mixtures for a period long enough to
affect the quality of the mixture, nor in any case longer than 12 hours.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 16 - 18
ASPHALT PAVING
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4. Mixing and Discharge of Materials,
a. Notify the City of the target discharge temperature and produce the mixttue
within 25 degrees F of the target.
b. Monitot• the temperature of the material in the truck befoi•e shipping to ensure
that it does not exceed 350 degrees F. The City will not pay for or allow
placement of any mixture produced at more tl�an 350 degrees F,
c. Control the mixing time and temperature so that substantially all moisture is
removed fi•om tlle mixture before discharging fi•om the plant.
D. Placement Operations.
1. Place the mixture to meet the typical section requirements and produce a smooth,
finished surface or base course with a uniform appearance and textui•e.
2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
3. Place mixture so longitudinal joints on the sui•face couise coincide with lane lines,
or as directed. Ensure that all finished surfaces will drain properly.
4. When End Dump Trucks are used, ensure the bed does not contact the paver when
raised.
5. Placement can be performed by hand in situations where the paver cannot place it
adequately due to space restrictions.
6. Hand-placing should be minimized to prevent aggregate segregation and surface
texttu�e issues.
7. All hand placement shall be checiced with a straightedge or template befot•e rolling
to ensure unifoi•mity.
8. Place mixture within the compacted lift thiclaless shown in Table 9, unless
otherwise shown on the plans or allowed,
25 Table 9
26 Com acted Lift Thictcness and Re uired Core Hei
Com acted Lift Thicicness
Mixture Type Minimum � Maximum
B 2.00 3.00
C 2.00 2.50
__._.._..._.._._
D 1.50 2.00
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9. Tack Coat.
a. Clean the surface before placing the tacic coat. Unless otherwise approved,
apply tack coat uniformly at the rate directed by the City,
b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per
square yard of surface area.
c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and
all joints.
d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
beam guard fence and structw�es.
e. Roll the tack coat with a pneumatic-tire roller when directed.
£ The City may use Tex-243-F to verify that the tack coat has adequate adhesive
properties.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 16 - 19
ASPHALT PAVING
Page 19 of 23
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g. The City may suspend paving operations until there is adequate adhesion.
h. The tack coat should be placed with enough time to break or set before
applying hot mix asphalt layers,
i. Traffic should not be allowed on tack coats.
j. When a tacked road surface must be opened to traffic, they should be covered
with sand to provide friction and prevent pick-up.
k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard.
10. General placement requirements.
a. Material should be delivered to maintain a relatively constant head of material
in front of the screed.
b. The hopper should never be allowed to empty during paving.
c. Duinping wings between trucks not allowed. Dispose of at end of day's
production.
E. Lay-Down Operations.
1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixtui•e
placement temperatures.
2. Windrow Operations. When hot mix is placed in windrows, operate windrow
pickup equipment so that substantially all the mixture deposited on the roadbed is
picked up and loaded into the paver.
20 Table 10
21 Su ested Minimam Mixture Placement Tem era
High-Temperature Minimum Placement
Binder Grade Temperature
(Before Enterin Pave�
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or higher 290°F
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F. Compaction.
1. Use air void conh•ol unless ordinaiy compaction control is specified on the plans.
2. Avoid displacement of the mixture. If displacement occurs, correct to the
satisfaction of the City.
3. Ensure pavement is fully compacted before allowing rollers to stand on the
pavement,
4. Unless otherwise directed, use only water or an approved release agent on rollers,
tamps, and other compaction equipment.
5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixtui•e.
6. Unless otherwise directed, ope�•ate vibratory rollers in static mode when not
compacting, when changing directions, or when tha plan depth of the pavement mat
is less than 1-1/2 inches.
7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
and similar structures and in locations that will not allow thorough coinpaction with
the rollers.
8. The City may require rolling with a tcench roller on widened areas, in trenches, and
in other limited areas.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 16 - 20
ASPHALT PAVING
Page 20 of 23
1 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
2 traf�c unless othen�vise directed.
3 10, When directed, sprinlde the finished �nat with watei• or limewater to expedite
4 opening the coadway to traffic.
5 11. Air Void Control.
6 a. General.
7 1) Compact dense-gi•aded hot-mix asphalt to contain from 5 percent to 9
8 percent in-place air voids.
9 2) Do not inci•ease the asphalt content of the mixture to reduce pavement air
10 voids.
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c.
�
e.
b. Rollers.
1) Furnish the type, size, and number of rollers required for compaction, as
approved,
2) Use a pneumatic-tire roller to seal the surface, unless othei•wise shown on
the plans.
3) Use additional rollers as required to remove any roller marlcs,
Air Void Determination.
1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
location selected by the City for in-place air void determination.
2) The City will measure air voids in accordance with Tex-207-F and
Tex-227-F.
3) Befoi•e diying to a constant weight, cores may be predried using a Col•elolc
or similar vacuum device to remove excess moisture.
4) The City will use the average air void content of the 2 cores to calculate the
in-place air voids at the selected location,
Air Voids Out of Range,
1) If the in-place air void content in the compacted mixture is below 5 percent
or greateY• than 9 percent, change the production and placement operations
to bring the in-place air void content within requirements.
Test Section.
1) Construct a test section of 1 lane-width and at most 0,2 mi, in length to
demonstrate that compaction to between 5 percent and 9 percent in-place
air voids can be obtained.
2) Continue this procedure until a test section with 5 percent to 9 percent in-
place air voids can be produced.
3) The City will allow only 2 test sections pei• day.
4) When a test section producing satisfactory in-place air void content is
placed, cesume full production.
12, Ordinaiy Compaction ControL �
a. Furnish the type, size, and number of rollers required for compaction, as
approved. Fm�nish at least 1 medium pneumatic-tire roller (minimum 12-ton
weight).
b. Use the control strip method given in Tex-207-F, Part N, to establish rolling
patterns that achieve maximum compaction.
c, Follow the selected rolling pattern unless changes that affect compaction occur
in the mixture or placement conditions,
d, When such changes occur, establish a new rolling pattern.
e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 16 - 21
ASPHALT PAVING
Page 21 of 23
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£ When rolling with the 3-wheel, taudem or vibratory rollers, start by first colling
the joint with the adjacent pavement and then continue by rolling longitudinally
at the sides.
g. Proceed toward the center of the pavement, overlapping on successive h�ips by
at least 1 ft., unless otherwise directed.
h. Make alternate h�ips of the roller slightly diffei•ent in lengtli.
i. On super elevated curves, begin rolling at the low side and progress toward the
high side unless otherwise directed.
Irregularities.
1. Identify and correct irregularities including but not limited to segregation, rutting,
raveling, flushing, fat spots, mat slippage, irregular color, irregular textura, ��oller
marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate
particles.
2. The City may also identify irregularities, and in such cases, the City shall promptly
notify the CONTRACTOR.
3. If the City determines that the irregularity will adversely affect pavement
performance, the City may require the CONTRACTOR to remove and replace (at
the CONTRACTOR'S expense) areas of the pavement that contain the
irregularities and areas where the mixture does not bond to the existing pavement.
4. If irregularities are detected, the City may require the CONTRACTOR to
immediately suspend operations or may allow the CONTRACTOR to continue
operations for no more than 1 day while the CONTRACTOR is taking appropriate
corrective action.
5. The City may suspend production or placement operations until the problem is
corrected.
6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove
and replace any mixture that does not bond to the existing pavernent or that has
other surface irregularities identified above.
29 3.5 REPAIR
30 A. See Section 32 Ol 17.
31 3.6 QUALITY CONTROL
32 A. Production Testing
33 1. Perform production tests to verify asphalt paving meets the performance standard
34 required in the plans and specifications.
35 2. Ciiy to measure density of asphalt paving with nuclear gauge.
36 3. City to core asphalt paving from the normal thickness of section once acceptable
37 density achieved. City identifies location of cores.
38 a. Minimum core diameter; 4 inches
39 b. Minimum spacing: 200 feet
40 c. Minimum of one core eveiy block
41 d. Alternate lanes between core
42 4. City to use cores to determine pavement thickness and calculate theoretical density.
43 a. City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 16 - 22
ASPHALT PAVING
Page 22 of 23
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1. The average measured density of asphalt paving must meet specified density.
2. Average of ineasurements per stceet not meeting the minimum specified strength
shall be subject to the money penalties or removal and replacement at the
CONTRACTOR'S expense as show in Table 11,
Table 11
Densi Pa ment Schedule
Percent Rice Percent of Contract Price Allowed
89 and lower remove and replace at the entire cost and expense of CONTRACTOR
as directed bv OWNER.
90
91-93
94
95
Over 95
"11
75-percent
remove and replace at the entii•e cost and expense of CONTRACTOR
as directed bv OWNER.
3. The amount of penalty shall be deducted fi•om payment due to CONTRACTOR.
4. These requirements ai•e in addition to the requirements of Section 1.2 Measurement
and Payment,
C, Pavement Thicicness Test.
2.
3.
4,
5.
Table 12
Thicicness De�ciency Penaities
Deficiency in Thicicness
Determined bv Cores
Greater Than 0 percent - Not More than 10 percent
Greater Than 10 percent - Not More than 15 percent
Greater Than I S percent
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
City measui•e each core thicicness by averaging at least tlu�ee measui•ements.
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. �
In the event a deficiency in the thiclaiess of pavement is revealed during production
testing, 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 chalged by commercial
laboratoi•ies.
Where the average thickness of pavement in the area found to be de�cient, payment
shall be made at an adjusted price as specified in Table 12.
Proportional Part
Of Contract Price
90 percent
80 percent
remove and replace at
the entire cost and
. expense of
CONTRACTOR as
directed bv OWNER.
HMAC SURFACE OVERLAY (2013-4)
02092
32 12 16 - 23
ASPHALT PAVING
Page 23 of 23
1 6. If, in the judgment of the City, the area of such de�ciency warrants removal, the
2 area shall be removed and replaced, at the CONTRACTOR'S eniire expense, with
3 asphalt paving of the thicicness shown on the plans.
4 7, No additional payment over the contract unit price shall be made for any pavement
5 of a thiclaless exceeding that required by the plans,
6 3.7 FI�LD QUALITY CONTROL [NOT USED]
7 3.8 SYSTEM STARTUP [NOT US�D]
8 3.9 ADJUSTING [NOT USED]
9 3.10 CL�ANING [NOT US�D]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
32(273-I
ASPHALT PAVING CRACK SEALANTS
Page t of 5
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3 PART1- G�NERAL
4 1.1 SUMMARY
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SECTION 32 12 73
ASPHALT PAVING CRACK SEALANTS
A. Section Includes
1. Sealing transveise and longitudinal cracks no laiger than 1-1/2 incl�es in asphalt
paving.
B. Standard Detail
1. Typical Street Construction Details
C. Deviations fi•om City of Fort Worth Standards
1. None
D. Related Specification Sections include but are not necessai•ily limited to
1. Division 0- Bidding Requirements, Conh•act Forms, and Conditions of the Contract
2. Division 1- Genei•al Requirements
3. Section 32 12 16 - Asphalt Paving
16 1.2 PRIC� AND PAYM�NT PROC�DUR�S
17 A, Measurement and Payment
18 1, Measureinent: measure by the gallon placed.
19 2. Payment: contract unit pi•ice bid for the woi•lc perforined and all materials
20 furnished.
21 1.3 REFERENCES
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A. Refei•ence Standards
1. American Society for Testing and Materials (ASTM):
a. D6690-07, Standai•d Specification foy Joint and Crack Sealants, Hot Applied,
for Concrete and Asphalt Pavements.
b. D5329-09, Standard Test Methods for Sealants and Fillers, Hot-Applied, for
Joints and Cracics in Asphaltic and Portland Cement Concrete Pavements,
c. D2196-05, Method A, Standard Test Methods for Rheological Properties of
Non-Newtonian Materials by Rotational (Brookfield type) Viscometer.
d. D217 - 02, Standard Test Methods for Cone Peneti•ation of Lubricating Grease.
2. American Association of State Highway and Transportation Officials
a. T 48, Flash and Fire Points by Cleveland Open Cup.
b. T 49, Standat•d Method of Test for Penetration of Bituminous Materials.
c. T 51, Ductility of Bituminous Materials.
d. T 53, Point of Bitumen (Ring-and-Ball Apparatus).
e. T 59, Standard Method of Test for Emulsified Asphalt.
3. Texas Department of Transportation
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 201 I
32 12 73 - 2
ASPHALT PAVING CRACK SEALANTS
Page 2 of 5
1 a. Item 300: "Asphalt, Oils and Emulsions".
2 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant.
3 c. Tex-544-C, Rubber Content for Rubber-Asphalt G•ack Sealant.
4 1.4 ADMINISTRATIVE REQUII2�MENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT US�D]
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Test and Evaivation Reports
8 1. Prior to installation, CONTRACTOR shall furnish the City certification by an
9 independent testing laboratory that the crack sealant fi•om each lot of sealant to be
10 used, meets the requirements of this Section.
11 2. The manufacturer of the cracic sealant shall have a minimum twayear
12 demonstrated, documented successful field performance with asphalt and concrete
13 pavement crack sealant systems. Verifable documentation shall be submitted to
14 the City.
15 1.7 CLOSEOUT SUBMITTALS [NOT USED)
16 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSUI2ANCE [NOT USED)
18 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
19 l.11 FI�LD CONDITIONS
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A. Weather Conditions
1. Place mixture according to manufacturer specifications.
2. Unless otherwise shown on the plans, place mixtures only when weather conditions
and moisture conditions of the roadway surface are suitable in the opinion of the
City.
1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
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2.1 OWNER-FURNISH�D PRODUCTS [NOT USED]
2.2 MATERIALS & EQUIl'MENT
A. Materials
1. Use materials approved by the City,
2. Furnish matet•ials unless otherwise shown on the plans in accordance with ASTM D
6690-07 and ASTM D 5329-09 and Tables 1 and 2.
a. Polymei• inodified asphalt-emulsion crack sealer must meet the requirements of
Table 1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321273-3
ASPHALT PAVING CRACK SEALANTS
Page 3 of 5
Table 1
2 Pol mer-Modified As halt Emulsion Cracic Sealer
Test Min Max
Property Procedure
Rotational viscosity, 77 degrees F, cP D 2196, 10,000 25,000
Method A
Sieve test, percent T 59 — 0.1
Stora e stabili , 1 da , ercent T 59 — 1
Evaporation Tex-543-C
Residue by evaporation, percent 65 —
by wt,
Tests on i•esidue from evaporation:
Penetration, 77 degrees F, 100 g, T 49 35 75
5 sec.
Softening point, degrees F T 53 140 —
Ductility, 39.2 degrees F, T 51 100 —
5 cm/min., cm
3
4 b. Rubber-asphalt crack sealer must meet the requirements of Table 2.
5 Table 2
6 Rubber-As halt Crack Sealer
Test Class A Class B
Pro�e�•ty procedure Min Max Min Max
CRM content, Grade A or B, percent Tex-544-C 22 26 — —
by wt.
CRM content, Grade B, percent by Tex-S44-C — — 13 17
wt,
Virgin rubber content , percent by — — 2 _
wt.
Flash Point , COC, de rees F T48 400 — 400 —
Penetration , 77 degrees F, 150 g, 5
sec. T 49 30 50 30 50
Penetration , 32 degrees F, 200 g, 60
sec, T 49 12 — 12 —
Softening point, °F T 53 — — 170 —
Bond D5329 — Pass
1. Provide certitication that the min. percent virgin rubber was added.
2. Before passing the test flame over the cup, agitate the sealing compound with a 3/8- to 1/2-inch (9.5- to
12.7-mm) wide, square-end metal spatula in a manner so as to bring the material on the bottom of the cup to
the surface, i,e., turn the material over, Start at one side of the thermometer, move around to the other, and
then return to the starting point using 8 to 10 rapid circular strokes. Accomplish agitation in 3 to 4 sec. Pass
the test flame over the cup immediately after stirring is completed,
3. Exception to T 49: Substitute the cone specified in ASTM D 217 for the penetration needle.
4. No crack in the crack sealing materia]s or break in the bond between the sealer and the mortar blocks over
1/4 in. deep foc any specimen aftei• completion of the test.
B. Equipment
1. Provide all necessaiy equipment and keep equipment in a satisfactory worlcing
condition.
CITY OP FORT WORTH HMAC SURPACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 02092
Revised July 1, 2011
32 l2 73 - 4
ASPHALT PAVING CRACK SEALANTS
Page 4 of 5
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2. The minimum requirements for construction equipment shall be as follows;
a. Double-boiler/agitator-type kettle. Used to heat and install the hot-applied crack
sealant.
b. Hose. Transfer the sealant fi�om the kettle to the crack by means of a direct-
connected pressure-type extruding device (hose) with a nozzie that will insert in
the crack.
1) The equipment should allow recirculation into the inner kettle when sealing
is not performed.
c. Thermometers. Thermometers should be positioned on the equipment to ensure
application temperatures are being met.
d. Handtools. Due to the nature of cracks, handtools are required to insert the
sealant material in cracks that are deeper than 3/4 inch.
1) These tools should not twist, cut, or damage the sealant material.
e. Air compressor. Consists of an air compressor, hoses, and a venturi-type
nozzle with an opening not exceed 1/4 inch.
1) The air compressor should be equipped with traps that will keep the
compt•essed air fi�ee of oil and moisture.
2.3 ACCESSORIES [NOT US�D]
2.4 SOURCE QUALITY CONTROL [NOT USED]
20 PART 3 - �XECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 �XAMINATION [NOT USED]
23 3.3 PREPARATION
24 A. Surface Preparation
25 1. Singular c�•acks will be thoroughly cleaned of ail debris and foreign material with
26 an industrial air compressor.
27 2. The pavement shall be fi•ee of moisture.
28 3.4 TNSTALLATION
29
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36
A. Exercise caution to prevent additional damage to the pavement surface.
B. Crack Sealant
1. The crack should be sealed fi•om the bottom to the top to minimize bubbling due to
entrapped air.
2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement
surface to prevent tracking.
3. A squeegee may be used to remove excess sealant fi•om the pavement surface when
a crack is overiilled.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (20I3-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
321273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
1 3.5 [ItEPAIlt]/ [12�STORATION] [NOT USED]
2 3.6 I2E-INSTALLATION [NOT US�D]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT US�D]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT US�D]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT US�D]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11
iFa
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF PORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised 7uly i, 20ll
321320-1
CONCRETE STDEWALKS, DRNEWAYS AND BARRIER FREE 1ZAMPS
Page 1 of 5
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SECTION 32 13 20
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
3 PART1- GENERAL
4 l.l SUMMARY
5 A. Section Includes
6 1. Concrete sidewalks
7 2. Driveways
8 3. Barrier free ramps
9 B. Deviations fi•om City of Fort Worth Standards
10 1. None
11 C. Related Specification Sections include but are not necessarily limited to
12 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
13 Contract.
14 2. Division 1- General Requirements.
15 3. Section 02 41 13 - Selective Site Demolition
16 4. Section 32 13 13 - Concrete Paving
17 5. Section 32 13 73 - Concrete Paving Joint Sealants
18 1.2 PRICE AND PAYMENT PROC�DUI2�S
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A. Measurement and Payment
1. Measurement
a. Concrete sidewallc measure by the square foot of completed and accepted
sidewalk in its final position by thickness and type.
b. Driveway: measure by the square foot of completed and accepted driveway in
its �nal position by thickness and type.
1) From back of projected curb, including the area of the curb radii and extend
to the limits specified in plans.
2) Sidewalk portion of drive included in driveway measurement
3) Curb on driveways included in driveway measurement.
c. Barrier fi�ee ramps: measure by each unit of completed and accepted barrier
L._._.,:,]41.. F....._.__..4'_ '.1___._11"'"__1"J:"'__
fi•ee ramp per typ� �y W�u��, �� w�„����i;�g �iucwn�n �����uu����:
1) curb ramp
2) landing and detectable warning surface as sllown on the plans.
3) adjacent flares or side curb
2. Payment: contract unit price bid for the work performed and all materials furnished.
Subsidiary work and materials include:
a, excavating and preparing the subgrade
b. furnishing and placing all materials
c. manipulation, labor, tools, equipment and incidentals necessary to complete the
worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321320-2
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FRE� ItAMPS
Page 2 of 5
1 1.3 It�FER�NC�S
2 A. Abbreviations and Acronyms
3 1. TAS — Texas Accessibility Standards
4 2. TDLR — Texas Department of Licensing and Regulation
5 B. Reference Standards
6 1. American Society for Testing and Materials (ASTM)
7 a. D545, Test Methods for Preformed Expansion Joint Fille�s for Concrete
8 Construction (Non-extruding and Resilient Types)
9 b. D698, Test Methods for Laboratory Compaction Chai•acteristics of Soil Using
10 Standard Effort (12,400 ft-Ibf/ft3)
11 1.4 ADMINISTRATIV� R�QUIREM�NTS [NOT US�D]
12 1.5 SUBMITTALS [NOT US�D]
13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
14 A. Mix Design: submit for appi•oval. Section 32 13 13,
15 B. Product Data: submit product data and sample for pre-cast detectable warning for
16 bai•rier fi•ee ramp,
17 1.7 CLOSEOUT SUBMITTALS
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE [NOT USED]
20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED)
21 1.11 FIELD CONDITIONS
22 A. Weather Conditions: Placement of concrete shall be as speci�ed in Section 32 13 13.
23
24
1.12 WAItItANTY [NOT USED]
171� IF��7 �i�7�it�.y
25 2.1 OWN�R-FURNISH�D PRODUCTS [NOT USED]
26 2.2 EQUIPMENT AND MATERIALS
27 A, Foi•ms: wood or metal straight, fi�ee fi�om warp and of a depth equal to the thicicness of
28 the finished work.
29
30
31
32
33
B, Concrete: see Section 32 13 13,
1. Unless otherwise shown on the plans or detailed specifications, the standard class
for concrete sidewall<s, dciveways and bar•rier fi•ee ramps are shown in the following
table,
Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Cout•se
Concrete� Cementitious, Compressive Water/ Aggregate
Lb. /CY Strengthz Cementitious Maximum
psi Ratio Size,
inch
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
32 1320-3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 5
A 470 3000 0.58 1-1/2
0
2 C. Reinforcement: see Section 32 13 13.
3 1. Sidewalk, driveway and barrier fi�ee ramp reinforcing steel shall be #3 deformed
4 bars at 18 inches on-center-both-ways at the center plane of all slabs.
5 D. Joint Filler.
6 l. Wood Filler: see Section 32 13 13.
7 2. Pre-Molded Asphalt Board Filler:
8 a. Use only in areas where not practical for wood boards.
9 b. Pre-molded asphalt board filler: ASTM D545.
10 c. Install the required size and uniform thickness and as specified in plans.
11 d, Include two lineis of 0.016 asphalt impregnated la•aft paper filled with a mastic
12 mixture of asphalt and vegetable fiber and/or mineral iiller.
13 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL [NOT USED]
16 PART 3 - �X�CUTION
17 3.1 INSTALLERS [NOT USED]
18 3.2 �XAMINATION [NOT US�D]
19 3.3 PREPARATION
20 A. Surface Preparation
21 1. Excavation: Excavation required for the construction of sidewalks, driveways and
22 barrier free ramps shall be to the lines and grades as shown on the plans or as
23 established by the City.
24 2. Fine Grading
25 a. The CONTRACTOR shall do all necessary filling, leveling and fine grading
26 required to bring the subgrade to the exact grades specified and compacted to at
27 least 90 percent of maximum density as determined by ASTM D698.
28 b. Moisture content shall be within minus 2 to plus 4 of optimum.
29 c. Any over-excavation shall be repaired to the satisfaction of the City.
30 B. Demolition / Removal
31 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13,
32 3.4 INSTALLATION
33 A. General
34 1. Concrete sidewalks shall have a tninimum thiclaiess of 4 inches.
3S 2. Sidewalks constructed in driveway approach sections shall have a minimum
36 thickness equal to that of driveway approach or as called for by plans and
37 specifications within the limits of the driveway approach.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 20I 1
321320-4
CONCRE'PE SIDEWALKS, DRIVEWAYS AND BARRIER FREE I2AMPS
Page 4 of 5
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Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for
walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
The construction of the driveway approach shall include the variable height radiiYs
curb in accordance with the plans and details.
All pedestrian facilities shall comply vvith provisions of TAS including location,
slope, width, shapes, texture and colo�•ing. Pedestrian facilities installed by the
CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS
(no sepai•ate pay).
B. Forms: Forms shall be securely staked to line and gr�ade and maintained in a true
position during the depositing of concrete.
C. Reinforcement: see Section 32 13 13.
D. Concrete Placement: see Section 32 13 13.
E. Pinishing
1. Concrete sidewalks, driveways and barrier fi•ee ramps shall be finished to a true,
even surface.
2. Trowel and then brush transversely to obtain a smooth uniform bcush finish.
3. Provide exposed aggregate finish if specified.
4. Edge joints and sides shall with suitable tools.
F. Joints
1. Expansion joints for sidewalks, driveways and barrier fi•ee ramps shall be formed
using redwood.
2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
foot inteivals for 5 foot wide and greater sidewalk,
3. Expansion joints shall also be placed �tall intei•sections, sidewallcs with concrete
driveways, curbs, formations, other si�lewall<s and other adjacent old concrete work,
Similar material shall be �laced around all obstructions protruding into or through
sidewall<s or driveways.
4. All expansion joints shall be 1/2 inch in thicla�ess.
S. Edges of all construction and expansion joints and outer edges of all sidewallcs shall
be finished to approximately a 1/2 incl� radius with a suitable finishing tool.
6. Sidewalks shall be mai•lced at interval� equal to the width of tl�e walic with a
marking tool.
7, When sidewalk is against the curb, expansion joints shall match those in the curb.
G. Barrier Free Ramp
Furnish and install brick red color pce-cast detectable wai•ning Dome-Tile,
manufactured by StrongGo Industries oc approved equal by the City.
Detectable warning surface shall be a rninimum of 24-inch in depth in the direction
of pedestrian travel, and extend to a�ninimum of 48-inch along the curb ramp or
landing where the pedestrian access route entei•s tl�e stt�eet,
Locate detectable warning surface so that the edge nearest the curb line is a
minimum of 6-inch and maximum of �-incli fi�om the extension of the face of the
curb.
2
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
1
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321320-5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 5 of 5
4. Detectable warning Dome-Tile surface may be curved along the corner radius.
5. Install detectable warning surface according to manufacturer's instructions.
3.5 [I2�PAIR]/ [RESTORATION] [NOT USED]
3.6 RE-INSTALLATION [NOT US�D]
3.7 FIELD 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 ACTIVITI�S [NOT USED]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANC� [NOT USED]
3.14 ATTACHMENTS [NOT USED]
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321613-t
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 5
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SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PART1- GENERAL
5 1.1 SUMMARY
6 A, Section Includes
7 1. Concrete Curbs and Gutteis
8 2. Concrete Valley Gutteis
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B. Standard Detail
1. Typical Street Construction Details
C, Deviations fi•otn City of Fort Worth Standards
1. None
D, Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Conti•act Foi•ms, and Conditions of the Conti•act
2. Division 1- General Requirements
3. Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
19 1.2 PRICE AND PAYMENT PROCEDUI2ES
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A. Measurement and Payment
1. Measurement
a. Concrete Cui•b and Gutter: measure by the linear foot of the height specified
complete and in place.
b. Concrete Valley Gutter: ineasure by the square yai•d per thiclaiess complete and
in place.
2, Payment: contract unit price bid foi� tlle worlc pei•formed and all materials furnished.
a. Subsidiaiy worl< and materials include:
1) preparing the subgi•ade
2) furnishing and placing all materials, including foundation cotuse,
reinforcing steel, and expansion material
3) all manipulation, labor, tools, equipment, and incidentals necessaiy to
complete the worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321613-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE I2EQUIR�MENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALS/INI+ORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTAL5 [NOT US�D]
6 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANC� [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FI�LD CONDITIONS
10 A. Weather Conditions: see Section 32 13 13.
11 1.12 WARRANTY [NOT USED]
12 PART 2 - PRODUCTS
13 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MAT�RIALS
15 A. Forms: see Section 32 13 13.
16 B. Concrete: see Section 32 13 13.
17 C: Reinforcement: see Section 32 13 13.
18 D. Joint Filler.
19 l. Wood Filler: see Section 32 13 13.
20 2. Pre-Molded Asphalt Board Filler:
21 a. Use only in areas where not practical for wood boards.
22 b. Pre-molded asphalt board filler: ASTM D545.
23 c. Install the required size and uniform thickness and as speci�ed in plans.
24 d. Include two liners of 0.016 asphalt impregnated kraft paper �lled with a mastic
25 mixture of asphalt and vegetable fiber and/or mineral filler.
26 E. Expansion Joint Sealant: see Section 32 13 73.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
321613-3
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 5
1 2.3 ACCESSORIES [NOT US�D]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
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A. Demolition / Removal: See Section 02 41 13.
3.4 INSTALLATION
A. Forms
1. Extend foi•tns the full deptll of concrete.
2. Wood forms: minimuin of 1-U2 inches in tl�icicnass.
3. Metal Forms: a gauge that shall provide equivalent cigidity and strength.
4. Use acceptable wood or metal forms for cucves with a i•adius of less than 250 feet.
5. All forms showing a deviation of 1/8 inch in 10 feet fi•om a sti•aight line shall be
rejected.
B. Reinfoi•cing Steel.
l. Place all necessai•y reinfoi•cement for City approval prioi• to depositing concrete.
2. All steel must be free fi•om paint and oil and all loose scale, rust, dirt and other
foreign substances.
3. Remove foreign substances from steel before placing.
4. Wire all bars at their inteisections and at all laps or splices.
5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches, whichever is
greater.
C. Concrete Placement
1. Deposit conci•ete to maintain a hoi•izontal stu•face,
2. Work concrete into all spaces and around any reinforcement to foim a dense mass
free fi•om voids.
3. Work coarse aggregate away from contact with the forms
4. Hand-Laid Concrete — Curb and gutter.
a. Shape and compact subgrade to the lines, gi•ades and cross section shown on the
plans.
b. Lightly sprinkle subgrade material immediately before concrete placement.
c. Deposit concrete into foi�ms.
d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
iinished cui•b unless otherwise approved.
5. Machine-Laid Concrete — Cur�b and Gutter.
a. Hand-tamp and sprinkle subgrade material before concrete placement.
b. Provide clean surfaces for concrete placement,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
32 16 13 - 4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
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c. Place the concrete with approved self-propelled equipment.
1) The forming tube of the extrusion machine or the form of the slipform
machine must easily be adjustable vertically during the forward motion of
the machine to provide variable heights necessary to conform to the
established gradeline.
d. Attach a pointer or gauge to the machine so that a continual comparison can be
made between the extruded or slipform work and the grade guideline.
e. Brush finish surfaces immediately after extrusion or slipforming.
Hand-Laid Concrete — Concrete Valley Gutter: see Section 32 13 13.
Expansion joints
a. Place expansion joints in the curb and gutter at 200-foot intervals and at
inteisection returns and other rigid structures.
b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
pavement joints to a depth of 1'/2 inches.
c. Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other curb and gutters.
d. Make expansion joints no less than 1/2 inch in thickness, extending the full
depth of the concrete.
e. Make expansion joints perpendicular and at right angles to the face of the curb,
£ Neatly trim any expansion material extending above the finished to the surface
of the finished work.
g. Make expansion joints in the curb and gutter coincide with the concrete
expansion joints,
h. Longitudinal dowels across the expansion joints in the curb and gutter aj�e
required.
i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
expansion joint.
j. Coat 1/2 of the dowel with a bond breakej• and terminate with a dowel cap that
provides a minimum of 1 inch free expansion.
k. Support dowels by an approved method.
31 D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
321613-5
CONCR�TE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 5
1 3.5 [R�PAIR]/ [I2ESTORATION] [NOT US�D]
2 3.G 12E-INSTALLATION [NOT USED]
3 3.7 FI�LD QUALITY CONTROL [NOT US�D]
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 PROT�CTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11
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END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURPACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFtCATION DOCUMENTS 02092
Revised July 1, 201 I
321723-I
PAVEMENT MARKiNGS
Page 1 of 11
1
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3 PART1- GENERAL
4 1.1 SUMMARY
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20 1.2
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SECTION 32 17 23
PAVEMENT MARKINGS
A. Section Includes;
1. Pavement Markings
a. Thermoplastic, hot-applied, spray (HAS) pavement mai•kings
b. Thermoplastic, hot-applied, extruded (HAE) pavement markings
c. Preformed polymer tape
d. Preformed heat-activated thermoplastic tape
e. Painted markings
2. Raised markers
3. Work zone markings
4. Removal of pavement markings and marlcers
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
PRICE AND PAYMENT PROC�DURES
A. Measurement and Payment
1. Pavement Markings
a. Measurement
1) Measurement for this Item shall be per linear foot of material placed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Pvmt Marking" installed for:
a) Various Widths
b) Various Types
c) Various Materials
d) Various Colors
c. The price bid shall include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing (when required)
2. Legends
a. Measurement
1) Measurement for this Item shall be per each Legend installed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised December 20, 2012
321723-2
PAVEMENT MARKINGS
Page 2 of I 1
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b. Payment
1) The work pei•formed and mater•ials furnished in accordance with this Item
shall be paid for at the unit price bid pec each "Legend" installed foi•:
a) Various types
b) Various applications
a The price bid shall include;
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing
Raised Markers
a. Measurement
1) Measurement for this Item shall be per each Raised Marlcer installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Raised Marlcer" installed
for:
a) Various types
c. The price bid shall include:
1) Installation of Raised Markers
2) Surface preparation
3) Clean-up
4) Testing
Worl< Zone Tab Marlceis
a. Measurement
1) Measui•ement for this Item shall be per each Tab Marlcer installed.
b. Payment
1) The work performed and materials fuinished in accordance with this Item
shall be paid for at the unit price bid per each "Tab Marlcer" installed foc:
a) Various types
c, The price bid shall include:
1) Installation of Tab Work Zona Markers
Fire Lane Marl<ings
a. Measurement
1) Measurement for this Item shall be per the linear foot.
b. Payment
1) The worlc performed and materials fui•nished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Fire Lane Mai•king" installed.
c. The price bid shall include:
1) Sw�face prepa��ation
2) Clean-up
3) Testing
Pavement Marlcing Removal
a. Measurement
1) Measure for this Item shall be per linear foot.
b. Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
32 17 23 - 3
PAVEMENT MARKINGS
Page 3 of 11
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1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" s11a11 be paid for at the
unit price bid per linear foot of "Remove Pvmt Marking" performed for,
a) Various widths
c. The price bid shall include:
1) Removal of Pavement Markings
2) Clean-up
Raised Marl<er Removal
a. Measurement
1) Measurement for this Item shall be per each Pavement Marker removed.
b. Payment
1) The work performed and materials furnished in accordance with this Itein
shall be paid for at the unit price bid per each "Remove Raised Marker"
performed.
c. The price bid shall include:
1) Removal of each Marlcer
2) Disposal of removed materials
3) Clean-up
Legend Removal
a. Measurement
1) Measure for this Item shall be per each Legend removed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per lineai• foot of "Remove Legend" performed for:
a) Various types
b) Various applications
c. The price bid shall include:
1) Removal of Pavement Markings
2) Clean-up
31 1.3 REFERENCES
32 A. Reference Standards
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47
1. Reference standards cited in this Specification refer to the current reference
standal•d published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Manual on Uniform Traffic Control Devices (NIIJTCD) 2009 Edition
a. Part 3, Markings
3. American Association of State Highway and Transportation Officials (AASHTO�
a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09
4. Federal Hi�way Administration (FHWA�
a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139
5. Texas Department of Transportation (TxDOT�
a. DMS-4200, Pavement Markers (Reflectorized)
b. DMS-4300, Traffic Buttons
c. DMS-8220, Hot Applied Thermoplastic
d. DMS-8240, Permanent Prefabricated Pavement Mar]<ings
e. DMS-8241, Removable Prefabricated Pavement Markings
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised December 20, 2012
32 17 23 - 4
PAVEMENT MARKINGS
Page 4 of i l
1 f. DMS-8242, Temporary Flexible-Reflective Road Marker Tabs
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section O1 33 00.
5 B. All submittals shall be approved by the City prior to deliveiy and/or fabrication for
6 specials,
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
8 1.7 CLOSEOUT SUBMITTALS [NOT USED]
9 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
l0 1.9 QUALITY ASSURANCE [NOT USED]
11 1.10 DELIV�RY, STORAGE, AND HANDLING
12 A, Storage aud Handling Requirements
13 1, The Contractor shall secuye and maintain a location to store the material in
14 accordance with Section O1 50 00,
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WAItItANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-SUPPLIED PRODUCTS
19 A, New Products
20 1. Refer to Drawings to determine if there are owner-supplied products for the Project.
21 2.2 MATERIALS
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A. Manufacturers
1, Only the manufacturers as listed in the City's Standard Products List will be
considered as shown in Section O1 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section Ol 25 00.
B. Materials
1. Pavement Markings
a. Thermoplastic, hot applied, spray
1) Refer to Drawings and City Standard Detail Drawings for width of
longitudinal lines.
2) Product shall be especially compounded for traffic marlcings.
3) When placed on the roadway, the markings shall not be slippeiy when wet,
lift fi�om pavement under normal weather conditions nor exhibit a tacky
exposed surface.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 2Q 2012
HMAC SURFACE OVERLAY (2013-4)
02092
321723-5
PAVEMENT MARKINGS
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4) Cold ductility of the material shall permit normal road surface expansion
and contraction without chipping or cracicing.
5) The markings shall retain their original color, dimensions and placement
under normal traffic conditions at road surface temperatures of 158 degrees
Fahrenheit and below.
6) Markings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
7) The density and quality of the material shall be uniform throughout the
markings.
8) The thickness shall be uniform throughout the length and width of the
markings.
9) The markings shall be 95 percent fi�ee of holes and voids, and fi•ee of
blisters for a minimum of 60 days after application.
10) The material shall not deteriorate by contact with sodium chloride, calcium
chloride or other chemicals used to prevent roadway ice or because of the
oil content of pavement markings or from oil droppings or other effects of
traffic.
11) The material shall not prohibit adhesion of other thermoplastic markings if,
at some future time, new markings are placed over existing material,
a) New material shall bond itself to the old line in such a manner that no
splitting or separation takes place.
12) The markings placed on the roadway shall be completely retroreflective
both internally and axternally with traffic beads and shall exhibit uniform
retro-directive reflectance.
13) Traffic beads
a) Manufactured from glass
b) Spherical in shape
c) Essentially fi�ee of sharp angular particles
d) Essentially free of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
fl Applied at a uniform rate
g) Meet or exceed Speci�cations shown in AASHTO Standard
Specification for Glass Beads Used in Pavement Mar]<ings, AASHTO
Designation: M 247-09.
Thermoplastic, hot applied, extruded
1) Product shall be especially compounded for traffic markings
2) When placed on the roadway, the markings shall not be slippery when wet,
lift from pavement under normal weather conditions nor exhibit a tacky
exposed surface,
3) Cold ductility of the material shall permit normal road surface expansion
and contraction without chipping or cracking.
4) The markings shall retain their original color, dimensions and placement
under normal traffic conditions at road sui•face temperatures of 158 degrees
Fahrenheit and below.
5) Markings shall have unifoim cross-section, clean edges, square ends and no
evidence of tracking.
6) The density and quality of the material shall be uniform throughout the
markings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
321723-6
PAVEMENT MARKINGS
Page 6 of 11
1 7) The thiclaiess shall be uiiiforin thi•oughout the length and widtl� of the
2 marlcings,
3 8) The marlcings shall be 95 percent fi�ee of holes and voids, and fi•ee of
4 blisters for a minimum of 60 days after application.
5 9) The minimum thiclaless of the marking, as measured above the plane
6 formed by the pavement surface, shall not be less than 1/8 inch in the center
7 of the marking and 3/32 inch at a distance of'/2 inch fi�om the edge.
8 10) Maximum thickness shall be 3/16 inch.
9 11) The material shall not deteriorate by contact with sodium chloride, calcium
10 chloride or other chemicals used to prevent roadway ice or because of the
11 oil content of pavement markings or fcom oil droppings or other effects of
12 traffic.
13 12) The material shall not prohibit adhesion of otl�er thermoplastic marlcings if,
14 at some future time, new markings ai•e placed over existing material. New
15 matei•ial shall bond itself to the old line in such a mannei• that no splitting or
16 separation takes place.
17 13) The mar]<ings placed on the t•oadway shall be completely retroreflective
18 both internally and externally with traffic beads and shall exhibit uniform
19 retro-directive reflectance.
20 14) Traffic beads
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a) Manufactured fi•oin glass �
b) Spherical in shape
c) Essentially fi�ee of sharp angular pai•ticles
d) Essentially fi•ee of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
fl Applied at a uniform rate
g) Meet or• exceed Specifications shown in AASHTO Standard
Specification for Glass Beads Used in Pavement Marlcings, AASHTO
Designation; M 247-09.
c. Preformed Polymer Tape
1) Material shall meet or exceed the Specifications for SWARCO Director 35,
3M High Performance Tape Series 3801 ES, or approved equal.
d. Preformed Heat-Activated Thertnoplastic Tape
1) Material shall meet or exceed the Specifications for HOT Tape Brand 0,125
inil pi•eformed thermoplastic or approved eqaal.
e. Traffic Paint
1) Materials shall meet or exceed the TxDOT Specification DMS-8200.
Raised Marlceis
a. Markers shall meet the cequirements of the Texas Manual on Uniform Ti•af�c
Control Devices.
b, Non-ceflective marlcers shall be Type Y(yellow body) and Type W(white
body) i•ound ceramic marlcers and shall meet or exceed the T�cDOT
Specification DMS-4300.
c. The reflective marlcers shall be plastic, meet or exceed the T�OT
Speci�cation DMS-4200 for high-volume retroreflective raised marlcers and be
available in the following types:
1) Type I-C, white body, 1 face reflects white
2) Type II-A-A, yellow body, 2 faces reflect amber
3) Type II-C-R, white body, 1 face reflects white, the other red
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
321723-7
PAVEMENT MARKINGS
Page 7 of 11
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3. Work Zone Markings
a. Tabs
1) Temporary flexible-reflective roadway marker tabs shall meet requirements
of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marlcer
Tabs."
2) Removable marl<ings shall not be used to simulate edge lines.
3) No segment of roadway open to traffic shall remain without permanent
pavement markings for a period greater than 14 calendar days.
b. Raised Markers
1) All raised pavement marl<ers shall meet the requirements of DMS-4200.
c. Striping
1) Work Zone striping shall meet or exceed the TxDOT Speci�cation DMS-
8200.
2.3 ACCESSORIES [NOT USED)
2.4 SOURCE QUALITY CONTROL
A. Performance
1. Minimurn maintained retroreflectivity levels for longitudinal markings shall meet
the requirements detailed in the table below for a minimum of 30 calendar days.
Posted Sneed (m
<_ 30 � 35 — 50 � > 55
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2-lane roads with centerline n�a 100 250
markin s onl (1)
All other roads (2) n/a 50 100
(1) Measured at standard 30-m geometry in units of mcd/m /lux.
(2) Exceptions:
A. When raised reflective pavement markings (RRPMs) supplement or substitute for a
longitudinal line, minimum pavement macking retroreflectivity levels are not applicable as
long as the RRPMs are maintained so that at least 3 are visible fi�om any position along that
line during nighttime conditions.
B. When continuous roadway lighting assures that the markings are visible, minimum
pavement marking retroreflectivity levels are not applicable.
27 PART 3 - EXECUTION
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
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A. Pavement Conditions
1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing
markings and other forms of contamination.
2. New Portland cement concrete surfaces shall be cleaned suf�ciently to remove the
curing membrane.
3. Pavement to which material is to be applied shall be completely dly.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised December 20, 2012
32I723-8
PAVEM�NT MARKINGS
Page 8 of I 1
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 minutes, no condensation develops on the undecside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges,
4 5. Equipment and methods used for surface preparation shall not damage the
5 pavement or pi•esent a hazard to motoi•ists or pedestrians.
6 3.3 INSTALLATION
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A. General
1. The materials shall be applied according to the manufacturer's cecommendations.
2. Marlcings and markei•s shall be applied within temperature limits recommended by
the material manufacturer, and shall be applied on clean, dry pavement having a
surface temperature above 50 degrees Fahrenheit.
3. Markings that are not properly applied due to faulty application methods or being
placed in the wr�ong position or alignment shall be i•e�noved and replaced by the
Contractor at the Contractoc's expense. If the mistake is such that it would be
confusing or hazardous to motorists, it shall be remedied the same day of
notification, Notification will be made by phone and confirmed by fax, Other
mistakes shall be remedied within 5 days of written notification,
4. When markings are applied on roadways open to traffic, care will be taken to
ensure that pi•oper safety pi•ecautions ai•e followed, including the use of signs,
cones, barricades, flaggers, etc.
5. Freshly applied markings shall be protected fi•om h�affic damage and disfigurement,
6. Temperature of the material must be equal to the temperature of the road surface
before allowing traffic to travel on it.
B. Pavement Marl<ings
1
2
K�
Thermoplastic, hot applied, spray
a. This method shall be used to install and r•eplace long lines — centerlines, lane
lines, edge lines, turn lanes, and dots,
b. Markings shall be applied at a 110 mil thickness.
c. Marl<ings shall be applied at a 90 mil thiclaiess when placed over existing
markings.
d. Typical setting time shall be between 4 minutes and 10 minutes depending
upou the roadway surface temperature a��d tl�e humidity factor.
e, Retroreflective raised mai•lcers shall be used to supplement the cente�•lines, lane
lines, and turn lanes. Refei• to City Standard Detail Drawings foi• placement.
f. Minimum reh�oreflectivity of marlcings shall meet oi• exceed values shown in
subparagraph 2,4.A.1 of this Specification.
Thermoplastic, hot applied, extruded
a. This method shall be used to install and replace crosswallcs and stop-lines.
b, Markings shall be applied at a 125 mil thickness.
c. Minimum retroreflectivity of marlcings shall meet or exceed values shown in
this Specification.
Pi•eformed Polymer Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
321723-9
PAVEMENT MARKINGS
Page 9 of I 1
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5.
c. Minimum retroreflectivity of marl<ings shall meet or exceed values shown in
this Specification.
Preformed Heat-Activated Thermoplastic Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends,
b. The applied marking shall adhere to the pavement sui•face with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of ma1•kings shall meet or exceed values shown in
this Specification.
Traffic Paint
a, This method shall be used to install Work Zone Markings, Parking Lot
Markings and any other temporaiy marking application.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
C. Raised Markers
1, All permanent raised pavement mar]<ers on Portland Cement coadways shall be
installed with epoxy adhesive. Bituminous adhesive is not acceptable.
2. All permanent raised pavement markers on new asphalt roadways may be installed
with epoxy or bituminous adhesive.
3. A chalk line, chain or equivalent shall be used during layout to ensure that
individual markers are properly aligned. All markers shall be placed uniformly
along the line to achieve a smooth continuous appearance.
D. Work Zone Markings
1. Worlc shall be performed with as littls disruption to traffic as possible.
2. Install longitudinal markings on pavement surfaces before opening to traffic.
3. Maintain lane alignment traffic control devices and operations until markings are
installed.
4, Install markings in proper alignment in accordance with the Texas MUTCD and as
shown on the Drawings.
5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
of a surface treatment, unless otherwise shown on the Drawings.
6, Place markings in proper alignment with the location of the final pavement
markings.
7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
transveise lines,
8. All marlcings shall be visible fi�om a distance of 300 feet in daylight conditions and
fi•otn a distance of at least 160 feet in nighttime conditions, illuminated by low-
beam automobile headlight.
9. The daytime and nighttime reflected color of the ma��kings must be distinctly white
or yellow.
10. The inarkings must exhibit uniform retroreflective characteristics,
11. Epoxy adhesives shall not be used to work zone marlcings,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
321723-]0
PAVEMENT MARKINGS
Page 10 of 11
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3.4 It�MOVALS
1. Pavement Marlcing and Marker Removal
a, The industry's best practice shall be used to remove existing pavement
marl<ings and marlceis,
b. If the roadway is being damaged during the marlcer i•emoval, Work shall be
halted until consultation with the City.
c. Removals shall be done in such a matter that color and texture contrast of the
pavement surface will be held to a minimum.
d. Repair damage to asphaltic stufaces, such as spalling, shelling, etc., gceater than
'/a inch in depth resulting fi•om the removal of pavement markings and markers.
Driveway patch asphalt emulsion may be broom applied to reseal damage to
asphaltic sui•faces.
e. Dispose of markers in accordance with federal, state, and local regulations,
f, Use any of the following methods unless otliei•wise shown on the Drawings,
1) Surface Treatment Met(iod
a) Apply surface treatment at rates shown on the Drawings or as directed,
Place a surface treahnent a minimum of 2 feet wide to cover the
existing marking.
b) Place a surface treatment, thin ovet•tay, or microsw•facing a minimum
of 1 lane in width in areas whei•e directional changes of traf�ic are
involved or iv other areas as directed by the City.
2) Burn Method
a) Use an approved burning method.
b) For thermoplastic pavement markings or prefabt�icated pavement
markings, heat may be applied to remove the bullc of the marking
material priot• to blast cleaning.
c) When using heat, avoid spalling pavement surfaces,
d) Sweeping or light blast cleaning may be used to remove minor residue.
3) Blasting Method
a) Use a blasting method such as water blasting, abrasive blasting, water•
abrasive blasting, shot blasting, slurry blasting, water-injected abrasive
blasting, or brush blasting as approved,
b) Remove pavement marlcings on conerete surfaces by a blasting metllod
only.
4) Mechanical Method
a) Use any mechanical method except grinding,
b) Flail milling is acceptable in the removal of markings on asphalt and
concrete surfaces.
2. If a location is to be paved over, no additional compensation will be allowed for
marking or marlcer removal.
41 3.5 IZEPAIR / ItESTORATION [NOT US�D]
42 3.6 RE-INSTALLATION [NOT US�D]
43 3.7 FIELD QUALITY CONTROL
44 A. All lines must have clean edges, square ends, and be uniform cross-section.
45 B. The density and quality of markings shall be uniform throughout their thicicness.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised December 20, 2012
32 17 23 - 11
PAVEMENT MARKINGS
Page 11 of 11
1 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and
2 shall be fi•ee of blisters.
3 3.8 SYSTEM STARTUP [NOT USED]
4 3.9 ADJUSTING [NOT USED]
5 3.10 CLEANING
6 A. Contractor shall clean up and remove all loose material i•esulting from construction
7 opet•ations.
8 3.11 CLOSEOUT ACTIVITIES [NOT USED]
9 3.12 PROT�CTION [NOT USED]
10 3.13 MAINTENANC� [NOT US�D]
11 3.14 ATTACHMENTS [NOT USED]
12 END OF SECTION
13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
32 91 19 - I
TOPSOIL PLACEMENT AND FINISHING OP PARKWAYS
Page 1 of 3
1
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SECTION 32 91 19
TOPSOII, PLACEMENT AND FINISHiNG OF PARKWAYS
3 PART 1 - GENERA.L
4 1.1 SUMMARY
5 A. Section vicludes
6 l, Furnish and place topsoil to the depths and on the areas shown on the plans.
7 B. Deviations from City of Fort Woi�th Standards
8 1. None
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13 1.2
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C. Related Specification Sections include but are not necessacily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements,
PRICE AND PAYMENT PROC�DUIZ�S
A. Measurement and Payment
1, Measurement:
a. Topsoil; measure by the cubic yard in place.
2. Payment:
a. Contract unit price and total compensation for loading, hauling, placing and
fm�nishing all labor equipment, tools, supplies, and incidentals as necessaiy to
complete worlc.
b. All excavation required by this item in cut sections shall be measured in
accordance with provisions for the various excavation items involved with the
provision that excavation will be measured and paid for once, regardless of the
manipulations involved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
32 91 19 - 2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 2 of 3
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1.3 R�FERENCES [NOT US�D]
1.4 ADMINISTRATIVE ItEQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLOS�OUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSITItANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
1.11 FI�LD [SITE] CONDITIONS [NOT USED]
1.12 WAI2RANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED �ox] OWN�R-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Topsoil
1. Use easily cultivated, fertile topsoil that:
a. is fi�ee fi•om objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. has a high resistance to erosion, and
c. is able to support plant growth.
2. Secure topsoil fi�om approved sources.
3. Topsoil is subject to testing by the City.
4. pH: 5.5 to 8.5.
5. Liquid Limit: 50 or less.
6. Plasticity Index: 20 or less.
7. Gradation: maximum of 10 percent passing No. 200 sieve.
B. Water: Clean and free of industrial wastes and other substances harmful to the growth
of vegetation,
2.3 ACC�SSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PIt�PARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
32 91 19 - 3
TOPSOIL PLACEMENT AND FINISHiNG OF PARKWAYS
Page 3 of 3
1 1.
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13 6.
14 7.
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21 3.5
22 3.6
Smoothly shape parlcways, shoulders, slopes, and ditches.
Cut parkways to �nish grade pi•ior to the placing of any improvements in or
adjacent to the i�oadway,
In the event that unsuitable material foi• parkways is encountered, extend the depth
of excavation in the parkways six inches and bacic�ll with top soil.
Make standard parkway grade perpendicular to and draining to the curb line,
a. Minimuin: 1/4 inch per foot.
b. Maximum: 4:1,
c. City may approve variations fi�om these i•equirements in special cases.
Whenevei• the adjacent property is lowei• than the design curb grade and runoff
drains away fi�om the street, the parkway grade must be set level with the top of the
curb.
The design grade fi•om the parkway extends to the back of the walk line.
From that point (behind the wall<), the grade may slope up or down at maximum
slope of 4: l.
B, Placing of Topsoil
1. Spread the topsoil to a uniforin loose cover at the thickness specified.
2. Place and shape the topsoil as directed.
3. Hand rake finish a minimum of 5 feet from all flatworlc
4. Tamp the topsoil with a light r•oller or other suitable equipment.
[R�PAIR]/ [R�STORATION] [NOT USED]
R�-INSTALLATION [NOT USED]
23 3.7 FIELD QUALITY CONTROL [NOT USED)
24 3.8 SYSTEM STARTUP [NOT USED]
25 3.9 ADJUSTING [NOT USED]
26 3.10 CLEANING [NOT US�D]
27 3.11 CLOSEOUT ACTIVITIES [NOT US�D)
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3.12 PROT�CTION [NOT US�D]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHM�NTS [NOT USED]
END OI' SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
33
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
�i
�
32 92 13 - 1
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 7
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SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDiNG
3 PART1- GENERAL
�i1��.Yil► 1► I:17i1
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32 1.4
33 1.5
34 1.6
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A. Section Includes
1. Furnishing and installing grass sod and peimanent seeding as shown on plans, or as
directed.
B. Deviations fi•om City of Fort Worth Standards
1, None
C. Related Specification Sections include but are not necessarily limited to
l, Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2, Division 1- General Requirements.
PRIC� AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. Block Sod Placement: measure by the square yard.
b. Seeding: measure by the square yard by the installation method.
c. Mowing: measure by each.
2, Payment
a. Block Sod Placement: contract unit price and total compensation for furnishing
and placing all sod, rolling and tamping, watering (until established), disposal
of all surplus materials, and material, labor, equipment, tools and incidentals
necessaiy to complete the worlc.
b. Seeding; contract unit price and total compensation for fu►•nishing all materials
including water for seed-fertilizer, slurry and hydraulic mulching, water and
mowing (until established), fertilizer, and material, labor, equipment, tools and
incidentals necessary to complete the work.
c. Mowing: contract unit price and total compensation for material, labor,
equipment, tools and incidentals necessaiy to complete the work.
REFERENCES [NOT USED]
ADMINISTRATIVE R.EQUIREMENTS [NOT USED)
ACTION SUBMITTALS [NOT USED]
INFORMATIONAL SUBMITTALS
A. Seed
1, Vendors' certi�cation that seeds meet Texas State seed law including:
a. Testing and labeling for pure live seed (PLS).
b. Name and type of seed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
329213-2
HYDROMULCHING, SEEDTNG AND SODDiNG
Page 2 of 7
1 2. All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 3. All seed to be of the previous season's crop and the date on the container shall be
4 within twelve months of the seeding date.
5 1.7 CLOS�OUT SUBMITTALS [NOT US�D]
6 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
7
8
1.9 QUALITY ASSURANCE [NOT USED]
110 DELIV�RY, STORAG�, AND HANDLING
9 A. Block Sod
10 1. Protect from exposure to wind, sun and freezing.
11 2. ICeep stacked sod moist.
12 B, Seed
13 1. If using native grass or wildflowei• seed, seed must have been hatvested within one
14 hundred (100) miles of the construction site.
15 2. Each species of seed shall be supplied in a separate, labeled container for
16 acceptance by the City.
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21
C. Fertilizer
1. Provide fe��tilizer labeled with the analysis.
2. Conforin to Texas fei�tilizer law,
1.11 FI�LD [SIT�] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT USED]
22 PART 2- PRODUCTS [NOT USED]
23 2.1 OWNER-FURNISH�D PRODUCTS [NOT US�D)
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2.2 MAT�RIALS AND EQUIPMENT
A. Materials
1, Blocic Sod
a. Sod Vai•ieties (match existing if applicable)
1) "Stenotaphrum secundatum" (St. Augustine grass),
2) "Cynodon dactylon" (Common Bermudagrass),
3) "Buchloe dactyloides" (Buffalograss),
4) an approved hybi•id of Common Bermudagrass,
5) or an approved Zoysiagrass.
b. Sod must contain stolons, leaf blades, rhizomes and roots,
c, Sod shall be alive, healthy and fi�ee of insects, disease, stones, undesirable
foreign materials and weeds and grasses deleterious to its growth or which
might affect its subsistence or hardiness when transplanted.
d. Minimum sod thicicness: 3/4 inch
e, Maximum grass height: 2 inches
f. Acceptable growing beds:
1) St. Augustine grass sod: clay or clay loam topsoil,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
329213-3
HYDROMULCHING, SEEDING AND SODDING
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2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
g. Dimensions.
1) Machine cut to uniform soil thickness.
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without breaking.
h. Broken or torn sod or sod with uneven ends shall be rejected.
2. Seed
a. General
1) Plant all seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) deteimined using the formula:
(1) Percent Pure Live Seed = Percent Purity x[(Percent Germination +
Percent Firm or Hard Seed) + 100)
2) Availability of Seed
a) Substitution of individual seed types due to lack of availability may be
permitted by the City at the time of planting.
b) Notify the City prior to bidding of difficulties locating certain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure live seed (PLS)
and other material in the mixture,
b) Seed not allowed:
(1) Johnsongrass
(2) nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
25 Bermuda (unhulled) cynodon dactylo�a 85 90
75 Bermuda (hulled) cynodon dactylon 95 90
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2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass loliu�n �nult�orum 85 90
75 Beimuda (unhulled) cynodon dactylo�a 95 90
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c. Native Grass Seed
1) Plant between Februaiy 1 and October 1.
Lbs. PLS/Acre
1.6
5.5
3.7
17.0
1.8
0.5
6.0
8.0
Common Name
Green Sprangletop
Sideoats Grama*
Little Bluestem*
Buffalograss
Indian Grass*
Sand Lovegrass*
Big Bluestem
Eastein Grama
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyriurn scopa��ium
Buchloe dactyloides
Sorghastrurn nutans
E��agrostis t��ichodes
Andropogon gerardii
Ti•ipscacurn dactyloides
HMAC SURFACE OVERLAY (2013-4)
02092
329213-4
HYDROMULCHING, SGEDiNG AND SODDING
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1.2
1.8
10.0
Blue Grama Bouteloara g��aci/is
Switchgrass Pa��rcun7 vr�gatznn
Prairie Wildiye* L'lyn�iis canade�sis
d. Wildflower Seed
1) Plant between the following:
a) March 5 and May 31
b) September 1 and December 1
Lbs. PLS/Acre Common Name Botanical Nan�e
3.0 Bush Sunflower Srnsia calva
5.0 Butterfly Weed Asclepins tuber�osa
2.0 Clasping Coneflower* Rudbec%ia amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmarrthus illinoe��sis
13.6 Parh'idge Pea Cassia fascictrlata
2,0 Praii•ie Verbena Ve�•bena bipinf�atiftda
8A Texas Yellow Star Lindheirneri texana
8.0 Winecup Calli��hoe involc��ata
2.0 Black-eyed Susan Rardbeckia hi��ta
18.0 Cutleaf Daisy EngelnaanJ�ia pir�natifida
2.0 Obedient Plant Physoslegia irrtermedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot oi• within three feet of a
walkway
e. Temporary Erosion Control Seed
1) Consist of the sowing of cool season plant seeds.
3. Mulch
a. For use with conventional mechanical oi• hydraulic planting of seed.
b. Wood cellulose fiber produced fi•om virgin wood or recycled paper-by-products
(waste products fi•om paper mills oi• recycled newspaper).
c. No growth or germination inhibiting factors.
d. No more than ten perceilt moisture, air diy weight basis.
e. Additives; binder in powder form.
£ Form a strong moisture retaining mat.
4. Fei�tilizer
a. acceptable condition for distcibution
b, applied uniformly over the planted area.
c, Analysis
1) 16-20-0
2) 16-8-8
d. Fertilizer i•ate:
1) Not required for wildflower seeding.
2) Newly established seeding areas - 100 pounds of nitrogen per acre.
3) Established seeding areas - 150 pounds of nitt�ogen per• acre.
5. Topsoil: See Section 32 91 19.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
329213-5
HYDROMULCHING, SEEDING AND SODDING
Page 5 of 7
1 6, Water: clean and fi•ee of industrial wastes or other substances harmful to the
2 germination of the seed or to the growth of tl�e vegetation.
3 7. Soil Retention Blanket
4 a. "Curlex I" fi�om American Excelsior, 900 Ave. H East, Post Office Box 5624,
5 Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
6
7 2.3 ACCESSORIES [NOT USED]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART 3- EXECUTION [NOT USED]
10 3.1 INSTALLERS [NOT USED]
11 3.2 EXAMINATION [NOT USED]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects larger than one inch.
15 2. Roots, brush, wire, stakes, etc.
16 3. Any objects that may interfere with seeding or maintenance.
17 B, Tilling
18 1. Compacted areas: till one inch deep.
19 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
20 seed/water run-off.
21 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees.
22 3.4 INSTALLATION
23 A. Block Sodding
24 l. General:
25 a. Place sod between curb and wallc and on terraces that is the same type grass as
26 adjacent grass or existing lawn.
27 b. Plant between the average last fi•eeze date in the spring and 6 weeks prior to the
28 average first fi•eeze in the fall.
29 2. Installation
30 a. Plant sod specified after the area has been completed to the lines and grades
31 shown on the plans with 6 inches of topsoil.
32 b. Use care to retain native soil on the roots of the sod during the process of
33 excavating, hauling and planting.
34 c. Keep sod rnaterial moist from the time it is dug until planted.
35 d. Place sod so that the entire area designated for sodding is covered.
36 e. Fill voids left in the solid sodding with additional sod and tamp.
37 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
38 slope.
39 g. Peg sod with wooden pegs (or wii•e staple) driven through the sod block to the
40 �rm earth in areas that may slide due to the height or slope of the surface or
41 nature of the soil.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July l, 2011
32 92 l3 - 6
HYDROMULCHTNG, SEEDING AND SODDING
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3. Watering and Finishing
a. Furnish water as an ancillaiy cost to CONTRACTOR by means of temporaiy
metering / irrigation, water trucic or by any other method necessaiy to achieve
an acceptable stand of turf as defined in 3.13.B.
b, Thoroughly water sod immediately after planted.
c. Water until established.
d. Genei•ally, an amount of watei• that is equal to the average amount of rainfall
plus one half incli per weelc should be applied until accepted. If applicable,
plant large ai•eas by iri•igation zones to ensure areas are watered as soon as they
are planted.
B. Seeding
1. General
a. Seed only those areas indicated on the plans and areas disturbed by
construction.
b, Marlc each area to be seeded in the field prior to seeding for City approval.
2. Broadcast Seeding
a. Broadcast seed in two directions at i•ight angles to each other.
b. Harrow or rake ligl�tly to cover seed.
c. Never cover seed with more soil than twice its diameter.
d. For wildflower plantings:
1) scalp existing grasses to one inch.
2) remove grass clippings, so seed can make contact with the soil.
3. Mechanically Seeding (Drilling):
a, Uniformly distribute seed over the areas shown on the plans or as directed,
b. All varieties of seed and fertilizer may be distributed at the same time provided
that each component is uniformly applied at the specified rate.
c, Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pastw•e or rangeland type
drill.
d. Drill on the contour of slopes
e. After planting roll with a roller integral to the seed drill, or a coreugated i•oller
of the "Cultipacicer" type.
f. Roll slope areas on the contoui•.
4. Hydromulching
a. Mixing; Seed, mulch, fertilizer and water may be mixed provided that:
1) Mixture is uniformly suspended to form a homogenous slurry.
2) Mixture forms a blotter-like ground cover impregnated uniformly with
grass seed.
3) Mixture is applied within thirty (30) minutes after placed in the equipment.
b, Placing
1) Uniformly distribute in the quantity specified over the at•eas shown on the
plans or as dit�ected.
5. Fertilizing: uniformly apply fei-tilizer over seeded area.
6. Watering
a. Furnish water by means of temporaty metering / irrigation, water truck or by
any other method necessaiy to achieve an acceptable stand of turf as defined in
3.13.B.
b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
CITY OF FORT WORTH
STANDARD CONSTRUCTION 3PECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
329213-7
HYDROMULCHING, SEED[NG AND SODDING
Page 7 of 7
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c. Water as direct by the City at least twice daily for 14 days after seeding in such
a manner as to prevent washing of the slopes or dislodgement of the seed.
d, Water until �nal acceptance.
e. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per weelc should be applied until accepted.
3.5 [REPAIR]/ [RESTORATION] [NOT USED]
3.6 It�-INSTALLATION [NOT US�D]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYST�M STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. Block Sodding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots growing into the soil) and is fi�ee fi�om dead blocics of sod.
B. Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Maintain the seeded area antil each of the following is achieved:
a. Vegetation is evenly distributed.
b. Vegetation is fi•ee fi•om bare areas.
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of three inclies with one
mow cycle performed by the CONTRACTOR prior to consideration of
acceptance by the City.
30 C. Rejection
31 1. City may reject block sod or seeded area on the basis of weed populations.
32 3.14 ATTACHMENTS [NOT USED]
33
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
34
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
330514-(
ADJUSTING MANHOLES, INLE1'S, VALVE SOXES, AND OTHER STRUCTURES TO GRADE
Page I of 6
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SECTION 33 OS 14
ADNSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
GRADE
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations fi•om this City of Fort Worth Standard Specification
10 1. None.
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23 1.2
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C, Related Specification Sections include, but are not necessarily (imited 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 Backfill
4. Section 33 05 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 Pi•otection
PRICE AND PAYM�NT PROCEDUIt�S
A, Measurement and Payment
1. Manhole — Minor Adjustment
a. Measurement
1) Measurement for this Ttem shall be per each adjustment using only grade
rings or other minor adjustment devices 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,
Minor" completed.
c, The price bid shall include;
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Grade rings or other adjustment device
6) Furnisl�ing, placing and compaction of embedrnent and bacicfll
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
33 OS 14 - 2
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 2 of 6
7) Clean-up
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2. Manhole - Major Adjustment
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modi�cations 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 modifications, grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
3. Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to inlet to a grade specified on the Dr�awings.
b. Payment
1) The work performed and the materials fm•nished 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 modifications
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
4. Valve Box
a. Measurement
1) Measurement for this Item shall be pet� 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 "Valve Box 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
33OS 14-3
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
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5. 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 worlc 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 backfill
7) Clean-up
6. Fire Hydrant
a. Measurement
1) Measurement for this Item shall be per each adjustmeut requiring stem
extensions to meet a gi•ade 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 pi•ice 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 backfill
7) Clean-up
7. Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
tnodifications to said structure to a grade speci�ed on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at tlie unit price bid per each "Miscellaneous St�uctui•e
Adjustment" completed.
c. The pcice bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and backfill
d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
33 OS 14 - 4
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 4 of 6
1 1.3 IZEF�R�NCES
2 A. Reference Standards
3 1. Reference standards cited in this Speciiication refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Specification, unless a date is specifically cited.
6 2. Texas Commission on Environmental Quality (TCEQ):
7 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and
8 Related Structures.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDJ
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARI2ANTY [NOT USED)
18 PART 2 - PRODUCTS
19 2.1 OWNER-FURNISHED [oxJ OWNER-SUPPLIED PRODUCTS [NOT USED]
20 2.2 MATERIALS
21 A. Cast-in-Place Concrete
22 1. See Section 03 30 00.
23 B. Modi�cations to Existing Concrete Structures
24 1. See Section 03 80 00.
25 C. Grade Rings
26 l. See Section 33 OS 13.
27 D. Frame and Cover
28 1. See Section 33 OS 13,
29 E. Backfill material
30 1. See Section 33 OS 10.
31 F. Water valve box extension
32 1. See Section 33 12 20.
33 G, Corrosion Protection Test Station
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July I, 201 I
330514-5
ADJUSTING MANHOLES, INLETS, VALVE BOXGS, ANb OTHER STRUCTURES TO GRADE
_ Page 5 of 6
�l
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1. See Section 33 04 11.
H. Cast-in-Place Concrete Manholes
l. See Section 33 39 10,
L Precast Concrete Manholes
1. See Section 33 39 20,
6 2.3 ACC�SSORI�S [NOT US�D]
7 2.4 SOURCE QUALITY CONTROL [NOT US�D]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USEDJ
10 3.2 EXAMINATION
11 A. Verification of Conditions
12 1. Examine existing stilicture to be adjusted, for damage or defects that may affect
13 grade adjustment.
14 a. Report issue to City for consideration before beginning adjust►nent,
15 3.3 PREPARATION
16 A. Grade Verification
17 1. On major adjustments con�r�n any grade change noted on Drawings is consistent
18 with field measurements.
19 a, If not, coordinate with City to verify final grade before beginning adjustment.
20 3.4 ADJUSTMENT
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A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitaiy sewer adjustment replace 24-inch frame and cover assembly with
30-inch fi•ame and cover assembly per TCEQ requirement.
2. On manhole major adjustments, inlets and miscellaneous structures protect the
bottom using wood foi•ms shaped to fit so that no debris blocks the invert or the
inlet or outlet piping in during adjustments.
a, Do not use any more than a 2-piece bottom,
3. Do not extend chimney 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 typical3 piece adjustable valve box for adjusting to �nal grade as shown on
the Drawings.
C. Backfill and Grading
1. Backfill area of excavation sur•rounding each adjustment in accordance to Section
33 OS 10.
CITY OF rORT WORTH
STANDARD CONSTRUCTION SPECIFICATION bOCUMENTS
Revised July i, 201 I
HMAC SURPACE OVERLAY (2013-4)
02092
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330514-6
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
3.5 R�PAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USEDJ
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED]
3.11 CLOSEOUT ACTIVTTIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
�ND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (2013-4)
02092
330517-I
CONCRETE COLLARS
Page 1 of 3
�
SECTION 33 OS 17
CONCRETE COLLARS
3 PARTl- GENERAL
4 1.1 SUMMARY
5 A. Section Includes;
6 1. Concrete Collars for Manholes
7 ?. Z%�is Itef�n is irat<�i�dc�i�, f'or� �.�,se in �rs��IrE�l1� sh^eet,s �rrtd zr��irr�l�rovc�d rn�ecrs — nnt fi.7r� trse
8 rrr c�3rzc.�rete strc�ets.
9
10
11
12
13
14
15
16
17
B. Deviations fi•om 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 Foi•tns, and Conditions of the
Contract
2. Division 1— Gener•al Requirements
3. Section 03 30 00 — Cast-In-Place Concrete
4, Section 03 80 00 — Modifications to Existing Concrete Structures
5. Section 33 OS 13 — Frame, Cover, and Grade Rings
18 1.2 PRICE AND PAYMENT PROC�DU1tES
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
A. Measurement and Payment
l. Manhole
a. Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each "Concrete Collar"
installed.
c. The price bid will include;
1) Concrete Collar
2) Excavation
3) Forms
4) Reinforcing steel (if i•equired)
5) Concrete
6) Bacicfill
7) Pavement i•emoval
8) Hauling
9) Disposal of excess material
10) Placement and compaction of backfill
11) Clean-up
12) Additional pavement around perimeter of concrete collar as required for
rim adjustment on existing manhole.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
33 OS 17 - 2
CONCRETE COLLARS
Page 2 of 3
1 1.3 REFER�NCES
2 A, Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Specification, unless a date is specifically cited.
6 2. ASTM International (ASTM):
7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating.
8 b. D4259, Standard Practice for Abrading Concrete.
9 1.4 ADMINISTRATIVE REQUIREM�NTS [NOT USED)
10 1.5 SUBMITTALS [NOT USEDJ
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS
19 2.1 OWNER-FUItNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
20 2.2 EQUIl'MENT, PRODUCT TYPES, MATERIALS
21 A. Materials
22 1, Concrete — Conform to Section 03 30 00.
23 2. Reinforcing Steel — Conform to Section 03 21 00.
24 3. Frame and Cover — Conform to Section 33 OS 13.
25 4. Grade Ring — Conform to Section 33 OS 13.
26 2.3 ACCESSORIES [NOT USED)
27 2.4 SOURC� QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED)
30 3.2 EXAMINATION
31 A. Evaluation and Assessment
32 1. Verify lines and grades are in accordance to the Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS
Revised December 20, 2012
HMAC SURFACE OVERLAY (2013-4)
02092
330517-3
CONCRETE COLLARS
Page 3 of 3
1 3.3 PI2�PARATION [NOT US�D]
2 3.4 INSTALLATION
3 A. Final Rim Elevation
4 1. Install concrete grade rings for l�eight adjustment.
5 a. Consti•uct gi•ade ring on load bearing shoulder of manhole.
6 b. Use sealant between rings as shown on Drawings.
7 2, Set fi•ame on top of manhole or gi•ade rings using continuous water sealant.
8 3. Remove debris, stones and dirt to ensure a watei�tight seal.
9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the
10 final surface elevation of the manhole fi•ame.
11 3.5 REPAIR / R�STORATION [NOT USED]
12 3.6 R�-INSTALLATION [NOT US�D]
13 3.7 FI�LD QUALITY CONTROL [NOT USED]
14 3.8 SYSTLM STARTUP [NOT US�D]
15 3.9 ADJUSTING [NOT USED]
16 3.10 CL�ANING [NOT US�D]
17 3.11 CLOSEOUT ACTIVITIES [NOT USED]
18 3.12 PROT�CTION [NOT US�D]
19 3.13 MAINTENANCE (NOT USED)
20 3.14 ATTACHM�NTS [NOT USED]
21
22
END OI+ S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.1.A.2 — Blue text added to clarify where concrete collars are to be installed.
23
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised December 20, 2012
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12 1.2
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
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 fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Speci�cation 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. Installation of Traffic Control Devices
a. Measurement
1) Measurement for Traffic Control Devices shall be per month for the Project
duration.
a) A month is defined as 30 calendar days.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid for "Traffic Control".
c. The price bid shall include:
1) Traffic Control implementation
2) Installation
3) Maintenance
4) Adjustments
5) Replacements
6) Removal
2. Portable Message Signs
a. Measurement
1) Measm�ement for this Item shall be per week for the dm•ation 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) Deliveiy of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
347113-1
TRAPFIC CONTROL
Page 1 of 5
HMAC SURFACE OVERLAY (2013-4)
02092
3471 13-2
TRAFFIC CONTROL
Page 2 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
3. Pi•eparation of Traf�c Conh�ol Plan Details
a. Measurement
1) Measurement foi• this Item is per each Traffic Control Detail prepared.
b. Payment
1) Tl1e worlc perforined and matei•ials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Traffic Control Detail"
prepared.
c. The price bid shall include:
1) Preparing the Traffic Control Plan Details
2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
(TMUTCD)
3) Obtaining the signatui•e and seal of a licensed Texas Professional Engineer
4) Incorporation of City comments
14 1.3 It�F�R�NCES
15 A. Reference Standards
16
17
18
19
20
21
22
1, Reference standards cited in this Specification refer to the cui•rent i•eference
stapdard 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 Traf�c Conri�ol Devices (TMIJTCD).
3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transportation, Standai•d Specifications for Construction and Maintenance of
Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE REQUIR�MENTS
24
25
26
27
28
29
A. Coordination
1. Contact Traf�c Services Division (817-392-7738) a minimum of 48 houis prior to
implernenting Traffic Control within 500 feet of a traffic signal.
B. Sequencing
1. Any deviations to the Traffic Control Plan included in the Drawings must be first
approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a current list of qualified flaggers before beginning flagging
32 activities. Use only flaggers on the qualified list.
33 B. Obtain a Street Use Permit fi•om the Street Management Section of the Traffic
34 Engineer•ing Division, 311 W. 10`�' Street. The Traffic Control Plan (TCP) for the
35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
38 Engineer.
39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
40 Specifications. The Contractor will be responsible for• having a licensed Texas
41 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
34 71 13 - 3
TRAPFIC CONTROL
Page 3 of 5
1 E. Covtractor responsible for having a licensed Texas Professional Engineer sign and seal
2 changes to the Traffic Control Plan(s) developed by the Design Engineer.
' 3 F. Design Engineer will furnish standard details for Traffic Control.
4 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED)
7 1.9 QUALITY ASSURANC� [NOT USED]
8 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
s 9 L11 FIELD [SITE] CONDITIONS [NOT USED]
l0 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS
12 2.1 OWNER-FURNISH�D [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
13 2.2 ASSEMBLIES AND MATERIALS
14 A. Description
15 1. Regulatoiy Requirements
16 a. Provide Traffic Control Devices that conform to details shown on the
17 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control
18 Device List (CWZTCDL).
19 2. Materials
20 a. Traffic Control Devices must meet all reflectivity requirements included in the
21 TMUTCD and TxDOT Specifications — Item 502 at all times during
22 construction.
23 b. Electronic message boards shall be provided in accordance with the TMTJTCD.
24 2.3 ACCESSORIES [NOT USED)
25 2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3 - EXECUTION
2� 3.1 EXAMINATION [NOT USED]
28 3.2 PREPARATION
29 A. Protection of In-Place Conditions
30 1. Protect existing traffic signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traffic Conh�ol Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS 02092
Revised July 1, 2011
34 71 I3 - 4
TRAFFIC CONTROL
Page 4 of 5
B. Install Traffic Control Devices straight and plumb.
2 C. Do not make changes to the location of any device or implement any other changes to
3 the Traffic Contro( Plan without the approval of the Engineer,
4 1. Minor adjustments to meet field constructability and visibility are allowed.
5 D. Maintain Traffic Conti•ol Devices by taking corrective action as soon as possible.
6 1. Coi•rective action includes but is not limited to cleaning, i•eplacing, straightening,
7 covering, or removing Devices.
8 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
9 and that retroreflective charactet•istics meet requirements dw•ing darlaiess and i•ain.
10 E, If the Inspector discoveis that the Contractor has failed to comply with applicable federal
11 and state laws (by failing to furnish the necessaiy flagmen, warning devices, barricades,
12 lights, signs, or other precautionary measures for the protection of persons or property), the
13 Inspector may order such additional precautionaiy measures be talcen to protect persons
14 and property,
15 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by
16 or in conflict with the proposed method of handling traffic or utility adjustments, can be
17 consh-ucted during any phase.
18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
19 distance of drivers entering the highway fi•om driveways or side streets.
20 H, To facilitate shifting, barricades and signs used in lane closures or traffic staging may
21 be erected and mounted on poi�table supports,
22 1. The support design is subject to the approval of the Engineec.
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
I. Lane closures shall be in accordance with the approved Traffic Control Plans.
J. If at any time the existing t�•affic signals become inopei•able as a i•esult of consttuction
operations, the Contractor sllall provide portable stop signs with 2 orange flags, as
approved by the Engineer, to be used for Traffic Conh�ol.
K. Flaggers
1. Provide a Contractor representative who has been certified as a flagging insti•uctor
thi•ough courses offered by the Texas Engineering Extension Service, the American
Traf�c Safety Selvices Association, the National Safety Council, or other appi•oved
organizations.
a. Provide the certi�cate indicating cou�se completion when cequested.
b. This representative is responsible foi• tcaining and assuring that all flaggers are
qualified to perform flagging duties.
2. A qualified flaggec must be independently certified by 1 of the organizations listed
above or trained by the Contractor's cei-tified 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 TML7TCD.
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2013-4)
02092
34 71 13 - 5
TRAFFIC CONTROL
Page 5 of 5
1 L. Removal
2 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
3 and other Traffic Control Devices used for work-zone traffic handling in a timely
4 manner, unless otherwise shown on the Drawings.
5 3.4 REPAIR / RESTORATION [NOT US�D]
6 3.5 RE-INSTALLATION [NOT USED]
7 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
8 3.7 SYSTEM STARTUP [NOT US�D]
9 3.8 ADJUSTING [NOT US�D]
10 3.9 CLEANING [NOT USED]
11 3.10 CLOSEOUT ACTIVITIES [NOT USED]
12 3.11 PROTECTION [NOT USED]
13 3.12 MAINTENANCE [NOT USED]
14 3.13 ATTACHMENTS [NOT USED]
15 END OF SECTION
16
Revision Log
DATE NAME SUMMARY OF CHANGE
17
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2013-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02092
Revised Ju1y 1, 2011
,:
��,�;
�
rt
MBE REQUIRED DOCUMENTATION RECEIPT
Official date and time
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Bid Date: `��
Pro�ect Name
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RKS
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Project Manager:
Name:
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Forms Submitted ev:
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Com an :�(..�,� �.��- ��C l,�/�-
P Y
� • � •
I�EA'V'� & �iYGHWA'Y CONSTRUCTI(�N
PREVAYLZNG WAG� RATES 2008
Air Tool Operator
Asphalt Distributor Operalor
Asphalt Pavzng Machine OperaCor
Asphalt Raker
Asphalt Shoveler
Batching Plant �Jeigher
Broom or Sweeper Operator
Bulldozer Operator
Caa'pentcr
Concrete �inisher, l'aving _
Cancrete Finisher, Structures
Concreie I'aving Curbing Maehiz�e O�erator
Concrete Paving Finishiaig Machine Operaior
Coa�crete Aaving Jolat Sealer Operaiot•
Concrete paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel
�lectriciazi
Flagger
�'orm BuiIder/Setter, Structuxes
Forcn Setter, Paving & Curb
�oundation Drill Operator, Crawler Mounted
Foundation Dxill Operator, Truck Mounted
�ront End Loader Operator
Labarer, Commnal
Laborer, Util'at�
Mechanic
Milling Maehine Operator, Fine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Opez•ator, Rou�h
Oiler
Painter, Structures
Pavement Marking Machine Operator
T'ipelayer
Reinforcing Steei Setter, paving �
Reinfarcing Steel Setter, Structure
Raller Operatar, Pneumatic, Self-Propelled
Roller Operator, Steel Wheel, �'lat Wheel/Tamping
RoIler Operator, Steel Wheel, Plant Mix Pavement
Slip Porm Machin
Spreader Box Ope
Tractor Operator,
Ta•actor Operator,
Travelin� Mixer C
Truck Driver, Lov
Truck Driver, Sin€
Truck Driver, Sin�
Truck Driver, �'an
Truck Driver, Tra�
Wagon Drill, Bori
Welder
Woyk Zone Ban�ic
Crawler T�
i'«euanatic
Semi-Trailer
�, Post Hole DriIler
Servicer
$10.06
$13.99
$ I2,78
$11,O1
$ 8.80
$14.15
$ 9.88
�is.za
$12.80
$12.85
$13.27
$12.00
$13.63
$12,50
$13,56
$14,50
$10.G1
$14.12
$18.12
$ 3.43
$ l 1.63
$l 1.83
$13.b7
$16,30
$12.62
$ 9.18
$ l 0.65
$1 G.97
$11.83
$l 1,58
$ I 5.20
$1A,50
$14,98
$13.17
�io,oa
$11.04
$14.8G
$16,29
$11,07
$IQ.92
$l i,28
$11.�12
$12,32
$12,33
$ I 0.92
$12,60
$1291
$12.03
$14,93
$11.47
$]0,91
$11.75
$12.08
$ i 4.00
$13.57
$10.09
2008 PR�VAILING WAGC RAT�S
CONSTRUCTION INDUSTRY
AC Mechanic Hetper
Acoustical CeSling Mechanic
Bricktayer/Stone Mason
RricktaverlSton� Mason Hel�
Concrete rinisher
ic
l
Electrician
�lectronic Technician
@lectronic Technician
Floar �.ayer �Resilient
Floor Gaver Helper
G(azier He_�t�r__
Insulator
Insulator Helper
!_aborer Common
Laborer Sk9tted
Lather
Painter
Painter Helper
Pipefitter
Pipefitter Hetper
Plasterer
hlasterer Helper
1.69 Ptumb�r
2.00 Plumber
Steet Setter
S19.12 Roofer
$10,10 Roofer Halper
$16.23 Sheet Metal Worker
$11.91 She�t Metal Worker Helper
$13,49 S rinkler System Installer
$13,12 Sprinkter 5 stem Installer H�
$14,62 Steel Worker Structural
$10.91 Concrete Pump
Crane, Clamshe�t, Backhoe,
$13.00 Shovel
$9.00 Forklift
$20.20 �ront End l,oader
19.86 Welder
12,00 Welder
20, 00
13.00
18.00
i3,00
14,7�
11,25
10.27
13,1$
16�1Q
14.83
$8.00
18,85
12.83
17, 25
12.25
szo,as
514, 90
$10,00
$14.00
$10,00
$16,96
512,31
$18,00
$9.00
$17.43
17, 76
12.63
10,50
1 A.91
16,06
59.75
SP�CIAL PROVISIONS
Page 1 of 2
32 13 20 — Concrete Driveways: Contractor shall bacicfill ai•ound the driveway within �ve (5)
working days from pouring the driveway; if the conh•actor fails to complete the backfill within five
(5) working days, a$100 dollars liquidated damage will be assessed per blocic per day.
32 13 20 — Sidewallcs: Contractor shall bacicfill around the sidewalk within five (S) wori<ing days
fi•om pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working
days, a$100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Ramps: Contractor shall back�ll the wheelchair ramp within five (5) working days
from pouring the ramp; if the contractor fails to complete tl�e backfill within five (5) working days, a
$100 dollars liquidated damage will be assessed per block per day.
32 16 13 — Concrete Curb and Gutters: Contractor shall backfill behind the curb within five (5)
working days from the day of completing the curb and gutter, if the contractor fails to complete the
backfill within five (5) working days, a$100 dollars liquidated damage will be assessed per block per
day.
32 16 13 - Concrete Valley Gutters: Worlc shall be cornpleted on each half within five (5) working
days; if the contractor fails to complete the work on each half within five (5) working days, a$100
dollars liquidated damage will be assessed per each half of the valley gutter per day,
02 41 15 - Pulverization: Shall be coinpleted within 10 working days fi•om the day of completing
"flat-work" on any street; if the contractor fails to complete the pulverization within the 10 days, a
$100 dollars liquidated damage will be assessed per block per day.
02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days fi•om the
day of completing "flat-work" on any street; if the contractor fails to complete the Wedge Milling /
Surface Milling within the 10 days, a$100 dollars liquidated damage will be assessed per block per
day.
02 41 15 — Speed Cushions: Shall be coinpleted within 10 working days fi•om the day of completing
the asphalt overlay on any street; if the contractor fails to install the speed cushions within the 10
days, a$100 dollars liquidated damage will be assessed per each per day.
33 OS 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) woi•king days fi•om the day of completing the asphalt
ovet•lay on any street and the street shall be open to traffic within 10 working days; if the contractor
HMAC SURFACE OVERLAY (2013-4)
02092
Page 2 of 2
fails to install the speed cushions within tha 10 days, a$100 dollars liquidated damage will be
assessed per each appui�tenance per day.
32 17 23 — Painting Curb Addresses: : Painting shall be completed within 10 working days fi�om the
day of completing the asphalt overlay on any street; if the contractor fails to complete the work
within the 10 days, a$100 dollars liquidated damage will be assessed per block per day.
32 92 13 — Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within the 10 days, a$100 dollars liquidated damage will be assessed per block per day.
32 12 16 - Asphalt Paving: Within five (5) working days fi�om the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall complete micro-cracking, priming and overlaying of the modified street within five (5) working
days fi•om modifcation, Failw�e to complete this worl< within the specified time, $100 liquidated
damage will be assesses per day per blocic.
For Bidlist Items:
No. 1, — Remove / Replace Sidewallc — refer to Buzzsaw technical Specification Section No. 02 41 13
and 32 13 20.
No. 4. — Remove / Replace Concrete Curb and Guttei• — refer to Buzzsaw technical Specification No,
02 41 15 and 32 16 13.
No. 6. — Remove / Replace Concrete Driveway — r•efer to Buzzsaw technical Specification No.02 41
13 and 32 13 20.
No. 9, — Remove / Replace Existing Ramps — refer to Buzzsaw technical Specification No. 02 41 13
and 32 13 20, and
No. 19. — Remove / Replace Concrete Valley Gutter — refer to Buzzsaw technical Specification No.
02 41 15 and 32 16 13,
HMAC SURFACE OVERLAY (2013-4)
02092
Page 1 of 3
Item No. 24:
ROADBOND EN 1 SOIL STABILIZER
Description. Mix and compact Roadbond EN 1 add-mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add-mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
signi�cantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type I, IP, or II cement that meets the reguirements of DMS-4600,
"HydraulicCement," at an application rate of 1.5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-E, Part I. The mix will not include inore than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info tr,roadbondsoil.com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water h�uck. Apply Roadbond EN 1/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN Ucement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add-mixture
(Roadbond EN 1 or approved equal) until the desired quantity of diluted add-mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinlcle the treated area with water until optimum moisture content is attained. Distribute the
HMAC SURFACE OVERLAY (2013-4)
02092
Page 2 of 3
required quantity of dry cement with approved equipment, at a uniform rate, Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in tlZe opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent propei�ty owners,
Slurry Placing. Sprinlcle the prepared roadway with diluted add-mixture (Roadbond EN 1 or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add-mixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be h�eated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add-mixture
Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce sluriy
fi•ee of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add-mixture (Roadbond EN 1 or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurcy unifoimly by malcing successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the inaterial, add-mixture (Roadbond EN 1 or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials ducing the mixing operation, as directed, to maintain optimum mixing moisture, Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non-slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans oe approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans, Complete compaction within 2 hours after the application of the add-mixture
Roadbond EN 1 or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part TI, Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit, On super-elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaetion. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re-compacting.
HMAC SURFACE OV�RLAY (2013-4)
02092
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 Ib. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, slcin, or tight-blade the surface of the add-
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Rernove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than 1/4 in, in cross section and
1/4 in, in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the �nished section at no lower than 2 percentage points
below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons
per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic, unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
HMAC SURFACE OVERLAY (2013-4)
02092
'��' • �M i��� �- � � . � �
�- 4' - 0"
, �
, ... _ �►1!l■�■�
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3" � s ■ � � ��
4'-p" 3,� � _____-1- 1
� �� 3.,
� ���I--- Contractor: „
2�.,� tr , a -1- �
,�,.
� �"� Scheduled Compietion Date
� �"� Year —r �"
5"
�
�ONTS:
FORT WORTH I.OGO = CHELTINGHAM BOLD
ALL OTNER LETTERINO = ARIAL BOLD
LOGO COLORS:
FORT WORTH - PMS 288
LONGHORN LOGO • PMS 187
LETTERIN(3 - PMS 288 PROJEC T OESIGNA TION SICN
BACKGROUND-WHITE CITY QF FORT 'NORTH-CCNSiRUCTION S'ANOARO
80RDER-BIUE
J��� � ��'I 9-10-02
Pro,ect Sqn clwy 9l�S/Zppd 2�8 OS PM
ProJect Name: HMAC Surface Ov�rlay ( �
DOE Project Number:
N�apsco Loc�tion•
�
• � ." .,y ' ,�.� x - �� �� �,, .;.�<.:
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there wi11 be a
brief time that you may not have access to your residence or business. On the days
specified below, vehicles can not be parked on the street. Also, please turn .off ou
sprinkier adjacent to the street. y r
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concern to your satisfaction, you may aiso contact
City of Fort Worth Inspector at
Friday between 7:30 a.m. and 4:30 p,m. , Monday-
After 4:30 p.m, and on weekends, call (817) 392-8100.
Block 3tre�t Project
� �._._,._ ..
Expected Conatruction Dates
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway From 8-20-08 to 7-4-08
Nombr d�l Proy�cto: H AC 3u�c• Ov�rlay 1 1
Numero del Proyecto DOE:
Ubicacibn Nlapaco:
�� �-� �' *: • ���
_ �
��� � , � � � .��: .:;
�� �
� _ .. � ,�, �
Como parte del Programa de Mantenimi�nto de las Calles de la Ciudad de Fort Worth�
ha sido co�tratado �para reparar su calle. Durante este
trabajo de mante�imiento� habr� un tiempo br�v� en que no t�nga acceso a su hogar o
negocio. E� los d(as especificados abajo� vehlculvs no deben estacionarse ei la caile.
Tambi�n� por favor apague su sistema de regar el c�sped cerca de la calle.
S1 tien� alguna pregunta o concieme� por tavor Ilame al contratlsta a�
SI no resueive su concierne a su satistaccibn� puede tambi8n Ilamar a la Oflcfina de
Inspeccibn de la C(udad de Fort Worth al � de lunes a
viernes entre las 7:30 a.m. y 4:30 p.m.
DespuBs de las 4:30 p.m. o en los fines de semana Ilame al (817) 392-8100.
Llmltos Nombh �Imit.s F�ch�s do Co�stn�ccibn
D�QIoAu1• d• Call� 0• Provfcto P.rmitlando ol studa d� Tl�moe
1100 a 1200 Brown Street Yata� Avenue a Kellef Spring' Pa�icway De 8-20-08 a 7�-08
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NOTES TO OESIGNER:
1. DETAIL DEFlNES PAY IIMITS OF HMAC TRANSITION SUBSIDIARY TO TNE CONCRETE VALLEY GUTTER CONSTRUC110N.
- JOINTS A �
PER
32 13 73-D513
/ - - -
��
A -�--� �
9" HMAC /
TRANSITION
PER SECTION
32 12 i6
/
/
/
/
/ 24" HMAC
/TRANSITION
PER SECTiON
32 12 16
� �I --
I
/ °�
�
/
�- SEE NOTE 4
VALLEY
PLAN VIEW
� •�
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�,�,..
COMPACTED -
SUBGRADE
(SEE NOIE 2)
9.
1" MAX OR AS DIRECTED BY SEE
THE ENGINEER NOTE 4
� �:
; ,.: : � , .: .
..:.
. .
- 8'-0" MIN.
(RESIOENTIAL STREETS)
SECTION A-A
NOTES:
t. iHE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT W1TH THE REMAINING
PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT,IN ACCORDANCE NATH THE TYPICAL
PAVING SECTiON.
2. 6" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPAREO SUBGRADE REQUIREMENTS FOR iHE PAVEMENT SECTION.
TYPE 0 OR TYPE 8 ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
4. 9" AND 24" NMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND 1HESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC 1RANSITION PER SECTION 32 12 16.
5. GUTTER TO BE SHAPED TO CONFORM YAhI CONCRETE VALLEY (OR PAVEMENT).
I
� EXPANSION -
� JOINTS
� PER
� \ 32 13 13-D513
U�
- - \ �
FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: OS-31-2012
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EXISTING HA�AC
PAVEMENT 2' MIN,
/ � (TYP.) �
� ,"S ��
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�EXISTING SUBGRADE �; � .
TREAiED
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.�
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PER SECTION
33 05 10
P�AN VI EW PROPOSED HMAC � EXISTING HMAC �
PAVEMENT REPAIR PAVEMENT
PAVEMENT REPAIR PER
CONCRETE ASPHALT PAVEMENT
COLLAR FRAME AND COVER AS TRENCH REPAIR DETAIIS
INDICATEO IN THE DRAHINGS AS INDICATED IN THE
DRAWINGS
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GROUT FACE x r � •
12' MAX. SMOOTH (TYP.) � e3Yr.; ��4`+..".•;<• /�i�li�i���i���,
,�. . •7-y.,�;,��` fy:iL;i, i, i,�� �i �% i
• r: , •% �; �:F��; :a :�.: _i:�,3,Yy: cj�: j.
.r 4'r.r... �xto••. . �� � �
'S. ..e. ...� a w�'• / . �
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\� : `�'
�/% \ / \
� 3' MIN. \ �.'.`. ', .'.' / /�i/ i:
(rrn•) , , ., �\>`=�. ��`�;,�� � �� ;: �
i. i
2 ROWS RAM—NEK OR ".•`\' �AANHOLE OR VAULT
E�UIVAIENT (TYP.) � • :. � PER DRAWINGS
4 � �\.
NOTES:
1. THIS DETAIL TO 8E USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WiTH PROPOSED MANHO�E
SECTION VIEW OR VAULT IN THE SAME LOCATION.
ORT WORTI,,,�-
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2" THICK, ANO SHAIL
NOT EXCEED 12" IN TOTAI HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED.
J. MEASUREFAENTS ARE TYPICAL FOR ALL
SIDES OF MANHOIE/VAULT LID
ASSEMBLY.
CITY OF FORT WORTH, TEXAS REVISED: OS-31-2012
MANHO�E LID ASSEMBLY - EXISTING
HMAC PAVEMENT (CONE) 33 05 13-D010
TOP OF CURB
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(TRENCH WIDTH)
SEE TABLE 1
1'-6" MIN,
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(�'I �'I I I� �(� � �I I I� � GUTTER
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(II SEE NOTE 1
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TABLE 1
LIMITS OF EXCAVATION
DIM, A DIM. B
2.5' TO 6' 1'-7"
6� TO 10' 2�—t ��
10' TO 15' 2'-7"
OVER 15' 3'-1"
NOTES:
1. FIELD INSTALLATION SHALL BE IN ACCORDANCE WITH STORM WATER DETAIL SD-023.
2, PIPE SHAI.L BE; (A) 6" DIAMETER PERFORATED SCHEDULE 40 PVC; (B) 6" DIAMETER
PERFORATED TYPE S(DUAL—WALL) HDPE PIPE PER AASHTO M252; OR, (C) CORRUGATED
PVC PIPE PER ASTM F949. NOTE THAT CORRUGATED POLYETHYLENE TUBING (ASTM F405)
IS NO �ONGER PERMITTED FOR SUBDRAINS.
REVISED: 11-2009
FoRT Wo�T
CITY OF FORT WORTH, TEXAS
: l � � \
DATE: 08-2006
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Addendu' 3 370
HMAC SURFACE OVERLAY (2013-4) 50/50
Pro'ect_Name Blk Limits Street Limits Procedure Qt /LM CD Mapsco
COI.UMBUS AVE 2000 - 2099 NW 20TH ST - NW 21 ST ST POL 0.32 2 62J
LAKE ST 1000 - 1199 TEXAS ST - W LANCASTER AVE MOL 0.46 9 76D
LOVING AVE 3100 - 3299 NW 31 ST ST - ANGLE AVE POL 0.57 2 62A
MACON ST 500 - 799 W 4TH ST - W 7TH ST MOL 0.25 9 76D
MEADOWBROOK DR 4200 - 4999 OAKLAND BLVD - WATSON ST POL 2.48 8 79B
MEADOWBROOK DR (E) 4000 - 4199 AVALON CT - OAKLAND BLVD POL 0.7 8 78D
PRAIRIE AVE 3100 - 3299 NW 31 ST ST - W LONG AVE POL 0.58 2 62A
RIVERIDGE CT 4000 - 4099 RIVERIDGE DR - S CUL-DE-SAC MOL 0.1 3 89F
RIVERIDGE DR 4400 - 4599 SE CUL-DE-SAC - BRIARHAVEN RD MOL 0.22 3 89F
WILBARGER ST 4240 - 4899 MLK FWY SR NB - FRESMFIELD RD FMOL 2.98 5 93A
8.66
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2013-4) 50/50
CITY PROJECT NO: 02092
TPW PROJECT NO: C293-541200-208620209283
STREET BY STREET QUANTITY DETERMINATION SPREADSHEET
� �
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ITEM UNIT
2 LS
3 LF
4 LF
5 SF
6 SF
7 SF�
8 SF
9 SF
10 SF
11 EA
12 EA
13 SY
14 SY
15 �F
16 EA
17 EA
18 SY
19 TN
20 GA
21 CY
22 CY
23 CY
24 TN
25 SY
26 EA
27 SY
28 GA
29 SY
30 EA
31 EA
32 EA
33 EA
34 EA
35 EA
36 EA
37 EA
38 SY
39 SF
ITEM DESCRIPTION
Utility Adjustment
Remove & Replace Existing Concrete Curb and Gutter
Install New Concrete Curb and Gutter
Remove & Replace 6-Inch Concrete Driveway
Remove & Replace 6-Inch Eexposed Aggregate Driveway
Install New 6-Inch Concrete Driveway
Remove & Replace 4-Inch Concrete Sidewalk
Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk
Install New 4-Inch Concrete Sidewalk
Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA
Ramp (w/ detectable warning dome-tile surface)
Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning
dome-tile surface)
Remove & Replace Existing Concrete Valley Gutter
Install New Concrete Valley Gutter
6" Perforated Pipe Subdrain
Remove & Replace 5-Ft. Storm Drain Inlet-Top
Remove & Replace 10-Ft. Storm Drain Inlet-Top
8-Inch Pavement Pulverization
13 Ib/sy Cement Modification
Roadbond EN 1
Unclassified Street Excavation
Crushed Limestone
Asphalt Pavement and Base Repair
HMAC Pavement Level Up
Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide
Butt Joint-Milled
2-Inch HMAC Surface Milling
Crack Sealing of Existing HMAC Pavement
2-Inch Surface Course Type "D" Mix
Remove & Replace 30-Ft. Speed Cushion w/ Striping
Remove & Replace 40-Ft. Speed Cushion w/ Striping
Water Valve Box Adjustment With Steel Riser
Water Valve Box Adjustment with Concrete Collar
Water Meter Box Adjustment
Manhole Adjustment With Steel Riser
Manhole Adjustment With Concrete Collar
Painting House Addresses
Grass Sod Replacement
Retainina Wall
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
U �
v; � �Ci
�; � � � zq � �
W q q v Z `F" � a �� �
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���Q �QA� ���F� ��� z�
c�� C4� �wp�a �V p�q
��W W O W O �a t� � ��� O V� O
A� ��a�� 3��ww aHa� �3�
QTY QTY QTY QTY QTY
0 0 0 0 0
105 150 950 75 40
0 0 0 0 0
225 225 14,000 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 40 20
0 0 0 0 0
0 0 0 0 0
0 0 0 4 0
0 0 0
0 0 0
50 0 180
0 0 0
0 0 0
0 0 1
0 0 0
0
0
0
0
0
0
1
0
0
0
1
0
0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
5 20 300 30 20
0 0 0 0 0
550 900 0 1,404 866
1 2 0 2 4
0 0 22,019 0 0
1 1 2 1 1
1,002 1,416 22,019 3,050 1,952
0 0 0 0 0
0 0 0 0 0
1 1 0 9 2
0 0 0 0 0
0 0 0 0 0
1 1 0 8 7
0 0 0 2 1
2 2 18 0 0
24 35 212 2 0
0 0 0 0 0
Week of the Week of the Week of the Week of the Week of the
4th. Monday 4th. Monday 2nd. Monday 3rd. Monday 3rd. Monday
of the month of the month of the month of the month of the month
Wednesday Wednesday Thursday Wednesday Wednesday
QTY
0
0
0
0
0
0
0
0
0
0
�
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�
�
�
�
�
C
EH
�
w z �
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�d' @ �; � N
o '� x� �z
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�� �� aH ��
,
�� �� oo �o
M � M � � � N
30 03�0 ��o o3Ho
a,za, a w �a, Uzv�w
QTY QTY QTY QTY
0 0 0 0
1,000 800 11,441 1,084
0 0 0 0
400 420 18,225 4,500
0 0 50 0
0 0 0 0
0 0 2,080 2,104
0 0 40 0
0 0 200 820
2 0 12 4
0 0 1 0
50 0 0 0
0 0 0 120
0 0 0 50
0 0 0 2
0 0 3 0
3,635 3,328 22,341 2,098
24 22 145 14
28 26 175 16
0 0 250 50
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
3,635 3,328 22,341 2,098
0 0 0 0
0 0 0 0
0 0 0 0
2 3 18 0
0 0 12 2
0 0 0 0
5 4 17 2
0 0 162 40
170 130 2, 543 245
0 0 0 0
Week of the Week of the Week of the Week of the
1 st. Monday 1 st. Monday 2nd. Monday 1 st. Monday
of the month of the month of the month of the month
Monday Monday Wednesday Monday
�
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[�]
[�]
TOTAL
Lumpsum
15,645
0
37, 995
50
0
40
1,020
22
2
150
350
50
3
4
31,402
204
245
300
0
375
0
3, 720
9
22,019
6
60,841
0
13
23
14
17
31
224
3,36'