HomeMy WebLinkAboutContract 43493CiTY SECiZ�TARY � �
COAITRACT N�o
ii113 COPY FOIt:
�'� ��r �� �.� � .�. ��T�►��
�CONTRACTOR'S 80µWNG�CO.
�' °fCRETARY
PROJECT MANUAL ,
FOR
THE COlo15'TRUCTION OF
CI1Y MANAGER'S OFFICE
--.._.. ENGINEERIR3 DN,
�-.�.. TtPr1I • FILE COPtt
—._,_,_
---...._
HMAC SU�'ACE OVEI2LAY (2012-13)
At Various Locations
City Project No. 01921
--�
�
7
:�
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2012
l��M�/�� �I��I��"- �
���" ���i�1�4��`j ,
��, .+��'�'��
- =_- =''
�� —
;
�,,�,: r,9: ;�:.
�-'--� w� =. ':� �' ,:�,,?':t,
dy ,*�aQc, 4n.�r�qC��_Mf �-���'�h���9e����
,:�" � �:.w� ,%:�' }1
�'�:Y, � y �: f:T u_ Yr .
w�i;ti�iQ96Stlr, t,�..tl�:..:T:,':in....�.�J.-j''A
���esryMl ��l�ji If�"���.- �-�� � j
3`)Ce�NCS�i'Fr^5rr,�:...� c.i••.:;i: _: ��u:tEa1�:,1
� .
b��, �� a � �a �� y;.
}9 f" �
`���` �i i'� d�.���G a'S 5 Lf ��
V v �/` � V� ^ I��/�.---.
�
M&C Review
CITY COUNCIL AGENDA
COUNCIL ACTION: Approved on 7/17/2012
DATE: 7/17/2012 REFERENCE NO.: **C-25724 LOG NAME:
CODE: C TYPE: CONSENT PUBLIC
HEARING:
Page 1 of 2
)ificial site of the CitV of Fort Worth, Ter.as
FORT WORTII
�l
20HMAC SURFACE
OVERLAY 2012-13
NO
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of
$898,432.90 for Hot Mix Asphaltic Concrete Surface Overlay 2012-13 at Various Locations
(COUNCIL DISTRICT 3)
, L.i
RECOMMENDATION:
It is recommended that the City Council �uthorize the execution of a contract with JLB Contracting,
LLC, in the amount of $898,432.90 for 120 calendar days for Hot Mix Asphaltic Concrete Surface
Overlay 2012-13 at various locations that are listed on the attachments provided.
DISCUSSION:
This project is a part of the Contract Major Maintenance Program which provides for the rehabilitation
of deteriorated asphalt streets. Various pavement repair techniques are utilized depending upon the
level of pavement deterioration. This Contract will provide for asphalt overlay of 18 street segments.
Funding for this contract is included in the Contract Street Maintenance Fund.
The project was advertised for bid in the Fort Worth Star-Telearam on April 19, 2012 and April 26,
2012. On May 17, 2012, the following bids were received:
Bidder
JLB Contracting, LLC
Peachtree Construction,
Ltd
Amount
$898,432.90
$905,799.40
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.
JLB Contracting, LLC, is in compliance with the City's M/WBE Ordinance by committing to 17 percent
M/WBE participation. The City's goal on this project is 16 percent.
These projects are located in COUNCIL DISTRICT 3.
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.
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=17055&councildate=7/17/2012
7/20/2012
�, M&C Review
�I
TO Fund/Account/Centers
i r^
Submitted for City Manager's Office by:
Oriqinating Department Head:
Additional Information Contact:
ATTACHMENTS
20HMAC 2012-13 MAP PAGE 1.pdf
20HMAC 2012-13 MAP PAGE 2.pdf
FROM Fund/Account/Centers
C293 541200 203620192183 $898,432.90
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Kristian Sugrim (8902)
Page 2 of 2
http://apps.cfwnet.org/council�acket/mc review.asp?ID=17055&councildate=7/17/2012 7/20/2012
� � ' ; � �
� � W �..,x,�
���; { �
��,�
�
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
HMAC SURFACE OVERLAY (2012-13)
At Various Locations
City Project No. 01921
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2012
00 00 00 - �
TABLE OF CONTENTS
Page 1 of 2
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
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 Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Foi•m
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 Bidders Prequalifications
00 45 12 Prequali�cation Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 39 Minority and Women Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementaiy Conditions
Division Ol - General Requirements
Ol 11 00 Summary of Work
ni �c nn c.,ti�,:,-.,,;,,� n..,,,.oa,.,.o�
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
Ol 32 33 Preconstruction Video
no�3 n c, .�„Y.:.+., i �
���-�� c.,o,.;,,t n..,,;o,., n,•,,,.oa,,,.o�
> >
O1 45 23 Testing and Inspection Services
Ol 50 00 Temporary Facilities and Controls
Ol 55 26 Street Use Permit and Modifications to Traffc Control
n� c� i�
����
O1 58 13 Temporary Project Signage
ni �n nn p,.,,a,,,.� t�o,,, o„r�
�-�o� ��
ni �� nn n..,,a.,,.� c+,,...,,.o .,,,,� u,,,,at;,,n uo,,,,;,.o,,,o„+�
ni �n nn r�„�:�:.,,,�:,,,, .,,,a no,�.,,t�:t;,.,+;,,.-,
O1 71 23 Construction Staking
O1 74 23 Cleaning
O1 77 19 Closeout Requirements
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 01921
Revised November 9, 2011
000000-a
TABLE OF CONTENTS
Page 2 of 2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
O1 78 39 Project Record Documents
Technical Specifications which have been modified by the Engineer specifically for this
Project ; hard copies are included in the Project's Contract Documents
Division 02 - Existing Conditions
02 41 15 Paving Removal
Division 31 - Earthwork
31 23 16 Unclassified Excavation
Division 32 - Exterior Improvements
32 11 23 Flexible Base Courses
32 11 33 �� Cement Treated Base Courses
32 12 16 Asphalt Paving
32 12 73 Asphalt Paving Cracic Sealants
32 13 20 Concrete Sidewalks, Driveways and Ba�•rier Ft�ee Ramps
32 16 13 Concrete Cu�•b and Gutteis and Valley Gutters
32 91 19 Topsoil Placement and Finishing of Parl<ways
32 92 13 Hydro-Mulching, Seeding, and Sodding
Division 33 - Utilities
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
Division 34 - Transpo�•tation
34 71 13 Traffic Control
Technical Specifications listed below are included for this Project by reference and can be
viewed/downtoaded from the City's Buzzsaw site at:
htps://projectpoint.buzzsaw.com/client/foi�twoi�thgov/Resources/02%20-
%20Construction%20Documents/Specifications
Appendix
GC-4.01
GG4.02
GC-4.04
GC-4.06
GC-6,06.D
GC-6.07
GC-6.09
GC-6,24
GR-01 60 00
SP-O 1
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Minority and Women Owned Business Enterprise Compliance
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
Special Provisions
46 �ND OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised November 9, 2011
00 os io -1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1
2
3
4
5
6
7
8
9
10
11
12
]3
14
IS
16
17
18
19
20
SECTION 00 OS 10
MAYOR AND COUNCIL COMMUNICATION (M&C)
�Assembler: Fo�• Co��tract Dvcun�ei�t execartior�, rernove thi,s page and i�eplace with the ap�r•oved
McQC.for lhe award of lhe projecl. M&C insert shall be on G/ue paper.J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
000sis-�
ADDENDA
Page 1 of 1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SECTION 00 OS 15
ADDENDA
[Assemblej�: For Ca�ttr�act Docunrent execzrtion, �•e�nove thi,s page arad replace with any addenda
isszied dii�ing biddi�rg,J
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
001113-I
[NVITATION TO BiDDERS
Page 1 of 2
2
3
4
S
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
SECTION 00 11 13
INVTTATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of HMAC SURFACE OVERLAY (2012-13), 01921 will be
received by tha City of Fo��t Worth Purchasing Office:
City of Foi-t Worth
Purchasing Division
1000 Tlu•ockmo►•ton Street
Fo�-t Worth, Texas 76102
until 1:30 P.M. CST, Thursday, May 17, 2012, 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:
28,490 S.Y.
40,720 S.Y.
6,980 L.F.
7,920 L.F.
7,010 ' S.F.
8" Pavement Pulverization
2" HMAC Surface Course, Type D
Pavement Wedge Milling, 2" to 0" Depth, 5' Wide
Remove and Replace Curb & Gutters
Remove and Replace 6" Concrete Driveway
PREQUALIFICATION
The improvements included in this project must be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for qualification and pre-
qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS,
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth o� v_org�purchasin and
clic]<ing on the Buzzsaw linlc to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased from: Pamela Forehand, 817-
392-7913, City of Fort Worth, Transportation and Public Works, 1000 Throckmorton St., Foi�t
Worth, TX 76102.
The cost of Bidding and Contract Documents is: $30.00
PREBID CONFERENCE
A prebid conference may be lleld as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: Tuesday, May 8, 2012
TIME: 9:00 A.M.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
0011 13-2
INVITATION TO BIDDERS
Page 2 of 2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
PLACE: Transportation and Public Wo�•ks, 1000 Throckmoi•ton St., RM#: 270, Fort
Worth, TX 76102
LOCATION: Municipal Building, 2"`�. Floor
CITY'S RIGHT TO ACC�PT OR REJECT BIDS
City reserves the right to waive irregulaj•ities and to accept or reject bids,
INQUIRIES
All inquiries i�elative to this procurement should be addressed to the fol(owing:
Attn: I��istian Sugrim, City of Fort Woi�th
EmaiL• I�•istian.Sugrirn@fortwoj-tlitexas.gov
Phone: 817-392-8902
ADVERTIS�M�NT DATES
April 19, 2012
April 26, 2012
18 END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-]3)
01921
002113-1
INS'TRUCTIONS TO BIDDERS
Page 1 of 9
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
SECTION 00 21 13
INSTRUCTTONS TO BIDDERS
1. Defined Terms
l.l. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00
- GENERAL CONDITTONS,
1.2. Certain additional terms used in these 1NSTRiJCT10NS TO BIDDF,RS have the meanings
indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, pa�-tnership, company, association, or corporation acting
directly tlu•ough a duly authorized representative, submitting a bid for performing
the work contemplated unde�• the Contract Documents.
1.2.2. Nonresident Bidder: Any person, fif•m, partnership, company, association, or
corporation acting directly through a duly autllorized ►•epresentative, 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 pi•ovided) makes an award.
2. Copies of Bidding Documents
2,1. Neither City nor Engineer shall assmne any responsibility for errors or misinterpretations
resulting fi�o�n 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 Worlc and do not authorize or confer a license or grant for
any othe�• use.
3. Prequalification of Bidders (Prime Cantractors and Sabcontractors)
3.1. All Bidders and their subcontractors are i•equired to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractors who are not
prequalified (even if inadvel-tently opened) shall not be considei•ed.
3.2. Each Bidder unless curi•ently prequalified, must be prepared to submit to City within seven
(7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11,
BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCAT'ION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
00 21 13 - 2
iNSTRUCT(ONS TO BIDDERS
Page 2 of 9
1 3.3. The City reseives the right to require any pre-quali�ed contractor who is the apparent low
2 bidder(s) for a project to submit such additional information as the City, in its sole discretion
3 may require, including but not limited to manpower and equipment records, information
4 about lcey personi�el to be assigned to the project, and construction schedule, to assist the
5 City in evaluating and assessing the ability of the appai•ent low bidder(s) to de(ivej• a quality
6 product and successfully complete projects for the amou�lt bid within the stipulated time
7 frame. Based upon the City's assessment of tlle submitted information, a f•ecommendation
8 regarding the award of a contract wifl be made to the City Council. Failure to submit the
9 additional information, if requested, may be grounds for rejecting the apparent low bidder as
10 non-responsive. Affected contractors will be notified in writing of a recommendation to the
11 City Council.
12
13 3.4. In addition to prequalification, additional i•equirements foi• qualification may be cequired
14 within various sections of tlie Contract Documents.
IS
16 4. Examination of Bidding and Cont�•act Documents, Othe►• Related Data, and 5ite
17
18 4.1. Before submitting a Bid, each Bidder shall:
19
20 4.1,1. Eaamine and carefully study the Contract Documents and other related data
21 identified in the Bidding Documents (including "technica( data" referced to in
22 Pa►•agraph 4.2. below). No information given by City or any i•epresentative of the
23 City other than that contained in the Contract Documents and officially
24 promulgated addenda thereto, shall be binding upon the City.
25
26
27
28
29
30
31
32
4.1.2. Visit the site to become familiar with a�ld satisfy Bidder as to the general, local and
site conditions that may affect cost, progcess, performance or furnishing of the
Worlc.
4.1.3. Consider federal, state and focal Laws and Regtrlations that may affect cost,
progress, performance or fur��ishing of the Wo�•lc.
33 4.1.4.Study all; (i) reports of explorations and tests of subsurface conditions at or
34 contiguous to, the Site and all drawings of physical conditions relating to existing
35 surface or subsurface structures at the Site (except Underground Facilities) that
36 have been identified in the Contract Documents as containing celiable "technical
37 data" and (ii) reports and drawings of Hazai•dous Environmental Conditions, if any,
38 at the Site that have been identified in the Contract Documents as containing
39 reliable "technical data."
40
41 4.1.5. Be advised that the Contract Doctrments on file with the City shall constitute all of
42 the information which the City will furnish. All additional information and data
43 which the City will supply after promulgation of the formal Contract Documents
44 shall be issued in the form of written addenda and shall become part of the Contract
45 Documents just as though such addenda were actually written into the original
46 Contract Documents. No information given by the City other than that contained in
47 the Contract Documents and officially pro�nulgated addenda thereto, shall be
48 binding upon the City,
49
C1TY OF PORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July l, 2011
0021 13 -3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
4.1.6. Pecform independent r-esearcll, investigations, tests, borings, and such other means
as may be necessary to gain a complete lalowledge of the conditions which will be
encountered du��ing the construction of the project. On request, City may provide
each Bidder access to the site to conduct such examinations, investigations,
explorations, tests and studies as each Bidder deems necessary for submission of a
Bid. Bidder must �11 all holes and clean up and restore the site to its former
conditions upon completion of sucil explorations, investigations, tests and studies.
4.1.7. Determine the difficulties of the Worl< and all attending circumstances affecting the
cost of doing the Worlc, 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
necessat•y for firll and complete information upon which tlle proposal is to be based.
It is understood that the strbmission 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 vai•iations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Pcomptly notify City of all conflicts, errors, ambiguities or discrepancies in oc
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross ez•ror or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
4.2.1, those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by City in preparation of the Contract Documents,
The logs of Soi) Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantees that the data shown is representative
of conditions which actually exist.
4.2.2, those drawings of physical conditions in or relating to eaisting surface and
subsurface structures (except Undeiground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such repoi�ts and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Cont�•act
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn from any "technical data" or
any othei• data, inteipretations, opinions or information.
CITY OF FORT WORTN
STANDARD CONSTRUCTION SNECIFICATION DOCUMEN�'S
Revised July I, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.3. The submission of a B�id will consfitute an incontrove��tible repcesentation by Bidder (i) that
2 Bidder has complied with every cequirement of this Paragrapl� 4, (ii) that without exception
3 the Bid is pi•emised upon performing and fi�i7�ishing the Worlc required by the Contract
4 Documents and applying tha specific means, methods, techniques, sequences or procedures
5 of consti•uction (if any) that may be shown oi• indicated or expressly required by the Contract
6 Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities
7 and discrepancies in the Contract Documents and the written resolutions thereof by City are
8 acceptable to Bidder, and when said conflicts, etc., have not been resolved through the
9 interpretations by City as described in Paragraph 6., and (iv) that the Contcact Documents
10 are generally sufficient to indicate and convey understanding of all terms and conditions for
I 1 performing and furnishing the Worlc.
12
13 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
14 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
15 Pacagraph 4.06. of the General Conditions, unless specifically identified in the Contract
16 Documents.
17
18 5. Availability of Lands foi� Wor{c, �tc.
19
20
21
22
23
24
25
26
27
5.1. The lands upon which the Worl< is to be performed, rights-of-way and easements for access
thereto and othe�• lands designated for use Uy Contractor in performing the Worlc are
identified in the Contract Documents. All additional lands and access thereto required for
temporaiy construction facilities, constcuction equipment or storage of materials and
equipment to be incorporated in the Wori< ai•e to be obtained and paid foi• by Contractor,
Easements for permanent structures or permanent changes in existing facilities are to be
obtained and paid for by City unless othecwise provided in the Contract Documents.
28 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City ai•e listed in
29 Paragraph SC 4.01 of the Supplementaiy Conditions. in the event the necessaiy cight-of-
30 way, easements, and/oc permits are not obtained, the City ceserves the ►�ight to cancel the
31 award of contract at any time before the Bidder begins any construction work on the project.
32
33 5,3. The Bidder shall be prepared to comia�ence construction without all executed right-of-way,
34 easements, and/or permits, and shall submit a schedule to the City of how construction will
35 proceed in the other ai•eas of the project that do not cequire permits and/or easements.
36
37 6. Inte�•pi•etations and Addenda
38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCAT10N DOCUMENTS
Revised July 1, 201 I
1-1MAC SURFACE OVERLAY (2012-13)
01921
00 21 13 - 5
INSTRUCTIONS TO B[DDERS
Page 5 of 9
1
2
3
4
5
6
7
8
9
]0
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
6.1. All questions about the meaning or inte��t of the Biddiilg 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 qtrestions 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 wili be binding. Ocal and other interpretations or clarifications will
be without legal effect.
Address questions to:
City of Fort Worth
1000 Throcicmorton Street
Fort Worth, TX 76102
Attn: Kristian Sugrim, Transportation and Public Works
Fax: 817-392-8092
Email: Kristian.Sugrim@foi-tworthtexas.gov
Phone: 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:
<https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20
Pro-iects/01921020-%20HMAC%20Surfaceo200verlavo20°s282012-13029>
63. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATIO�N TO BIDDERS. Representatives of City will be present to discuss the Project.
Bidders are encoui-aged to attend and participate in the conference. City wil( transmit to all
prospective Bidders of record such Addenda as City considers necessary in response to
questions arising at the confe�•ence. Oral statements may not be relied upon and will not be
binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5)
percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the
requirements of Paragraphs 5.01 of the Gene�•al 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 Awa�-d, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall
be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City
believes to have a reasonable chance of receiving the award will be retained by City until
final contract execution.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUC'1'ION SPFCIFICA"TiON DOCUMENTS 01921
Revised July I, 201 I
0021 13-6
1NSTRUCTIONS TO BiDDERS
Page 6 of 9
1 S. Contract Times
2 The number of days within which, or the dates by t�vhich, Milestones are to be achieved in
3 accordance with tlle Genei•al Requiremeilts and the Woi•Ic is to be completed and ready for
4 Final Acceptaiice is set foi•th in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
7 9. Liquidated Damages
8 Provisions foc liquidated damages are set forth in the Agreement.
10
i1
12
13
14
15
16
17
l8
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
10. Substitute and "Oi•-Equal" Items
The Contyact, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items,
Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
equal" item of material or equipment may be fui•nished or used by Conti•actor if acceptable to
City, applicatio�i for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB, and 6.OSC. of the General
Conditions and is supplemented in Section Ol 25 00 of the Genera) Requirements.
11. Subcontractors, Suppliers and Othe��s
1 l,l. In accordance with City Oi•dinance No. 15530 (as amended), the City has goals for
the participation of minoriry business and women business enter•pcises in City
contracts. A copy of the Ordinance can be obtained from the Office of the City
Secretary. The Bidder sllall submit the MBE/WBE Utilization Form,
Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or
Good Faith Effoi-t Form (with "doc�nnentation) 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 (S) City business days after the bid opening date. The
Bidder sllall obtain a receipt from the City as evide�lce the documentation was
received. Failure to comply shall render the bid as non-responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor has reasonable objection.
12. Bid Form
12.1. The Bid Fo►•m is included with the Bidding Documents; additional copies may be
obtained from the City.
12.2. All blanl<s on the Bid Form must be completed by printing in inlc and the Bid Fonn
signed in inl<. Erasures or alterations shall be initialed in inl< by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. hl the case of optional alternatives, the words "No Bid,"
"No Change," o�� "Not Applicable" may be entered. Bidder shall state the prices,
written in inl< in both words and numerals, for which the Bidder proposes to do the
worl< contemplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written wo►•ds and tlle price in written
numerals, the price in written words shall govern.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July I, 2011
00 21 13 - 7
iNSTRUCTIONS TO BIDDERS
Page 7 of 9
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or otller corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate adda�ess and state of
incoi•poration shall be shown below the signature,
12.4. Bids by partnerships shall be executed in the partnership natne and signed by a
partner, whose title must appear under the signattu-e 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 e�ecuted in the name of the firm by a
member and accompanied by evidence of autllority to sign. The state of focmation of
the �rm 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 of�cial address.
Bids by joint ventui•es shall be executed by eacll joint venturer in the manner
indicated on the Bid Form. The official address of the joint ventu�•e shall be shown.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acla�owledgement of �•eceipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telepllone munbei• fo�• communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
TeYas shall be pj•ovided in accoi•dance ��vith 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 INV7TATION TO BIDDERS,
addressed to City Manager of tl�e City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Numbei•, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required documents. rf 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 ENCLOSF.,D" on the face of it.
14. Modiiication and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Pucchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in wi•iting 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.
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
00 21 13 - 8
INS'T'RUCTIONS TO BIDDERS
Pagc 8 of 9
1 14.2. Bidders may modify their Bid by electronic communication at any time prioj• to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place ��vhere Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid secin�ity prior to that date.
13 �
14 17. Evalaation of Bids and Award of Contract
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
17,1. City ceserves the right to ceject any or all Bids, including without limitation the rights
to reject any or all nonconfocming, nont•esponsive, 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 mal<e 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 per-tinent standard or criteria established by City, City also reseives
the ��ight to waive informalities not involving price, contract time or changes in the
Work with the Successfi�l Biddei�. Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of �gures and tl�e correct sum thereof will
be �•esolved 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 Biddej•s, Bidder is an i�lterested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactoty manner, or
Bidder has uncompleted worl< which in the j�adgment of the City will prevent or
hinde�• the pi•ompt completion of additional worl< if awarded.
17,2. City may consider the quali�cations and experience of Subconti•actors, Suppliers, and
other persons and organizations pi•oposed for those poi•tions of the Worlc as to which
the identity of Subcontractors, Suppliers, and other persons and oiganizations must
be submitted as provided in the Contract Documents or upon the request ofthe City.
City also may consider the operating costs, maintenance requirements, performance
data and guacantees of major items of materials and equipment proposed for
incorpo��ation in the Worl< when such data is �•equired to be submitted prior to the
Notice of Award.
CITY OF FORT WQRTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
00 21 13 - 9
INSTRUCT[ONS TO BIDDERS
Page 9 of 9
I
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
17.3. City may conduct such investigations as City deems necessary to assist in the
evaluation of any Bid and to establish the ��esponsibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Suppliers and other persons and
organizations to perform and fui•nish the Work in accordance with the Conti•act
Documents to City's satisfaction within the prescj•ibed time.
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value ernbraced on the Contract, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest ►-esponsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to Texas Govecnment Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be cequired 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 co�1h•act is not awarded until formal City Council authorization. If the Contraet 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 refitsal 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 counterpai-ts of the Agreement to
City with the required Bonds, Certificates of Insw�ance, and all other ��equired documentation.
City shall thereaftei• deliver one fiilly signed counterpart to Contractor.
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
00 35 13
B�D 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
http://www.ethics, state.tx.us/forms/CIS.pdf
0
C�
C
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:
Title: Title Here
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls
I I
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.Uc. us/forms/CIQ.pdf
httq://www.eth ics. 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:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
Signature: ��,,r,�..�-� _ — ��
�
Title: CEO
END OF 5ECTION
d
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
2012-13 Bid Proposal
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.: 1921
Units/Sections:
Pavement Improvements
1. Enter Into Agreement
SECTtOPI 00 41 00
BID FORM
HMAC SURFACE OVERLAY (2012-13)
At Various Locations
00 41 00
BID FORM
Page 1 M 3
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perfonn and furnish ali 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, wiil do so pending contract award, and will provide a valid
insurance certiticate meeting ail 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 faise 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
knowfedge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming dr threatening to harm, directly or indirectiy, persons or their property
to influence their participation in the bidding process or affec# the execution of 4he Contract.
CITY OF FORT WORTH
STANpARD CONSTRUCTtON SPECIFICA710N DOCUMENTS
Fotm Revised 20120327 2012-13 Bid Proposal
3. Peequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a. Pavement Pulverization and Stabilization
b. Surface and Wedge Milling
c. HMAC Surface Overlay
d. Removai and Replacement of Concrete Curb & Gutter, Sidewalk, Drivew�ys, ADA Ramps, and etc.
4. Time of Completion
4.1. The Work will be complste for Final Acceptance within 120 calendar days after the date when
the Contract Time commences to run as provided in Paragraph 2.03 of the Generai Conditions.
00 41 00
BID FORM
Page 2 of 3
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 surery 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 3513
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any �dditional documents that may be required by Section 12 of the Instructions to Bidders
fi. Total Bid Amouni
6.1. Bidder wifl complete the Work in accordance with the Contract Documents for the foilowing bid amount. In the space
provided below, please enter the totai 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 proposa� and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
2012-13 Bid Proposal
00 41 00
BID FORM
Page 3 of 3
��I 6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Total Base Bid <use this if applicable, otherwise delete>
I I 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
$0.00
$0.00
$0.00
$0.00
$898,432.90
This Bid is submitted on Thursday, May 17, 2012 by the entity named below.
Respectfully submitted,
By: ( � 7�"'� �
(Signature)
James G Humphrey
(Printed Name)
I � _
Title: CEO
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation: Texas
Email:
Phone: 817-261-2991
END QF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Corporate Seal:
2012-13 Bid Proppsal
■�
00 42 43
BID PROPOSAL
Page 1 of 2
SECPION 00 42 43
PROPOSAL FORM
�idde�'s Ap�lication
, . ; �:
Project Item Information Biddets Proposal
Bidlist Specification Unit of B�d uanti Unit Price Bid Value
Description Section No. Measure Q ty
Item No.
� 0135.0201 Remobilization 017000 LS 2 $500.00 $1,000.00
2 0241.0100 Remove / Replace Sidewalk 02 41 13 SF 100 $5.30 $530.00
3 3213.0301 4" Concrete Sidewalk 32 13 20 SF 100 $4.20 $420.00
q 0241.1300 Remove / Replace Concrete Curb and Gutter 02 41 15 LF 7920 $22.50 $178,200.00
5 3216.0102 7" Curb & Gutter 3216 13 LF 100 $22.50 $2,250.00
g 0241.0401 6" Remove! Replace Concrete Driveway 32 13 20 SF 7010 $6.40 $44,864.00
7 3213.0401 6" Concrete Driveway 32 13 20 SF 100 $5.30 $530.00
g 0241.0300 Remove / Replace existing ramps with standard ADA ramps ( 02 41 13 EA 1 $710.00 $710.00
g 9999.0000 New ADA ramps (with detectable waming dome -tile surface) EA 1 $710.00 $710.00
10 3305.0107 Miscellaneous Structure Adjustment (5' Storm Drain inlet 33 05 14 EA 1 $2,160.00 $2,160.00
11 3305.0107 Miscellaneous Structure Adjustment (10' Storm Drain Inlet 33 05 14 EA 1 $3,110.00 $3,110.00
12 0241.1400 RemovelReplace Concrete Valley Gutter 02 41 15 SY 100 $96.00 $9,600.00
14 3124.0101 Crushed Limestone 31 24 00 CY 50 $54.00 $2,700.00
15 3124.0101 Asphalt Pavement and Base Repair 31 24 00 CY 20 $250.00 $5,000.00
16 3211.0600 Cement Modification 3211 33 TN 370 $110.00 $40,700.00
�7 3123.0101 UnclassifiedExcavation 322316 CY 160 $23.00 $3,680.00
� g 3212.0302 2" Asphalt Pavement Type D 3212 16 SY 40720 $10.42 $424,302.40
�g 3212.0600 Asphalt Pavement Level-Up 32 1216 TN 20 $190.00 $3,800.00
20 9999.0000 Painting HouseAddresses FJ\ 110 $12.00 $1,320.00
21 3292.0100 Block Sod Placement 32 92 13 SY 510 $8.85 $4,513.50
22 3305.0107 Manhole Adjustments (w/ Steel Risers) 33 0517 EA 5 $300.00 $1,500.00
23 3305.0107 Miscellaneous SWcture Adjustment (Water Meter Box) 33 05 14 EA 10 $41.00 $410.00
24 3305.0108 Miscellaneous Adjustments (Utilities) 00 05 OS LS 1 $6,000.00 $6,000.00
25 3305.0111 Water Valve Box Adjustment (w/ Steel Risers) 33 05 14 FJ� 5 $137.00 $685.00
26 3305.0112 Water Valve Box Adjustment (w/ Concrete Collars) 33 05 17 EA 28 $290.00 $8,120.00
27 3305.0112 Manhoie Adjustments (w/ Concrete Coilars) 33 0517 EA 21 $540.00 $11,340.00
28 3212.0900 Asphalt Crack Sealant 32 12 73 GA 185 $39.00 $7,215.00
2g 0241.1700 8" Pavement Pulverization 02 41 15 SY 28490 $4.00 $113,960.00
30 3343.0101 6" Perforated Pipe - Underdrain 33 46 00 LF 100 $17.00 $1,700.00
31 9899.0000 Remove/Replace Speed Cushion (40') EA 2 $2,420.00 $4,840.00
32 9999.0000 2" - 0" Depth, 5' Wide Wedge Milling LF 6980 $1.50 $10,470.00
33 9999.0000 Butt Joint Milling EA 7 $299.00 $2,093.00
Bid Summary
CI7Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS
Form Revised 20120120 2012•I3 Bid Proposul
00 42 43
IIID PROPOSAL
Pege 2 of 2
SECTION 00 42 43
PROPOSALFORM
�. ; �
Bidder's Application
Project Item L�formallon Bidde�'s Proposal
Bidlist DescripUon Specification Unit of B�d Quantity Unit Price Bid Value
Item No. Section No. Measure
Sase Bid
Total Base Bid
Alternate Bid
Total Aiternate Bid
Deductive Alternate Sid
Total Deductive Altemate Bid
AddiHve Aiternate Bid
Totai Additive Alternate Bid
Totai Bid $898,432.90
Cl'IY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMGNTS
Form Revised 20120120
2012-13 Bid Proposal
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount �ower 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 Siaie H�:re or �iani� , our principal place of business,
are required to be `/� t iere percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of Siaie Here or �lank , our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. �
BIDDER:
JLB Contracting, lLC
PO Box 24131
Fort Worth, Texas 76124
By: James G Humphrey
��i�� - _
(Signature)
Title: CEO
Date: � � � � l � ��
END Or SECTION
I �
��
t
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Reviaed 20110627
2012-13 Bid Proposal
00 45 12
BID FORM
Page 1 of 1
SECTIOtd 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 fo utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontracto� Company Name Prequalification
Expiration Date
Pavement Pulverization and
Stabilization
Surface and Wedge Milling
HMAC Surface Overlay JLB Contracting, LLC 4-Jan-13
Removal and Replacement of
Concrete Curb & Gutter,
The undersigned hereby certifies that the contractors and/or subcontraciors 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
�---1 /-a��' � l �._
(Signature)
Title: CEO
Date: .� � / � � �z—
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
� • .,
2012-13 Bid Proposal
00 45 26 - I
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
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 cei�tifies 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:
0 .
.
• -
•
Company (Please Print)
�0 �D.l'��/3/ Signature:<��y,.��'' '� �- '-������'���"��
Address �/
�D,Q % �U0�2Ty� /—X �� �Z� Title:
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
�
�
BEFORE ME, th/� undersigned authority, on this day personally appeared
� m�,5 �. f!(�r�'�p1��G � , knoyvn to me to be the person whose name is
subscribed to the foregoing mstrument, and acknowledged to me that he/she executed the same as
the act and deed of far the purposes and
consideration therein expresse and m t e capacriy therein stated,
GNEN LJNDER MY HAND AND SEAL OF OFFICE this �'i h` day of
��UBUST , 20/L.
Notary ublic in and for e State of Texas
END OF SECTION
-a;.: �:. , i
��,�,/� � � I
� , ,
�i.y., � � � . � � , � �iI
--_J
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20ll
oaos�s-i
ADDENDA
Page 1 of I
1 SECTION QO 0515
2 ADDENDA Nal
3
4
5
6 The contract and documents for the subject project are hereby revised or amended to clarify the following:
7
8 Section 00 42 43 Proposal Form:
9
10 The following Bidlist Items have been added:
11
12 Item No. 32, 2" to 0" Depth, 5' Wide Wedge Millins[ for 6980 LF.
13
14 Item No. 33. Butt Joint Milline for 7 EA.
15
16 Please acknowledge receipt of this addendum by signing and inserting into your proposal at the time of
17 bidding. Failure to return a sign copy of this addendum may be gounds for rendering the bid as non-
18 responsive.
19
20
21 Receipt Acknowledges:
22
23
24 By �-✓ � By:
25
26
27
28
29
30
31
32
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
00 45 39 - 1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of 1
1 SECTION 00 45 39
2 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
3
4 APPLICATION OF POLICY
5 If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable,
6 If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable.
7
8 POLICY STAT�MENT
9 Tt is the policy of the City of Fort Worth to ensure the full and equitable pat�ticipation by Minority
] 0 and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the
11 City on a cont�•actual basis. All requirements and regulations stated in the City's current Minority
12 and Women Business Enterprise Ordinance apply to this bid.
13
14
15
16
17
18
19
20
21
22
23
24
2S
26
27
28
29
30
31
32
33
34
35
36
37
M/WBE PROJECT GOAL
The City's M/WBE goal on this project is 16% of the total bid (Base bid applies to Parks and
Co�nmz�nity Services).
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's
M/WBE Ordinance by either of the following:
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture.
Failure to comply with the CiTy's M/WBE Ordinance, shall result in the Bid being considered
non-responsive. Any questions, please contact the M/WBE Office at (817) 212-2674.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following
times allocated, in order for the eutire bid to be considered responsive to the specifications. 'I'he
Offeror shall deliver the M/WBE documentation in person to the appropriate employee of the
Managing Department and obtain a date/time receipt. Such receipt shall be evidence that the City
received tlie documentation-in the time allocated. A fa��ed copy will not be accepted.`
1, Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) working days after the
or exceeded: bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) working days after the
Utilization Form, if participation is less than bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., fve (5) working days after the
Utilization Form, if no M/WBE articipation: bid opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if firm will received by 5:00 p.m., five (5) working days after the
perform all subcontracting/supplier work: bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) working days after the
to meet or exceed goal, bid opening date, exclusive of the bid opening date.
END OF SECTION
CITY OF FORT WORTIi
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS
Revised March 16, 2012
HMAC SURFACE OVERLAY (2012-13)
01921
��
00 52 43 - 1
Agreement
Page 1 of 4
2
3
4
5
6
7
8
9
SECTION 00 52 43
AGREEMENT
TffiS AGREEMENT, authorized on Julv 17, 2012, 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 JI.B CONTRACTING, LLC., authorized to do business in Texas, acting by and
through its duly authorized representative, ("Contractor").
City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
follows:
10 Article 1. WORK
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
A.
HMAC SURFACE OVERLAY (2012-13)
01921
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time liznits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
26 3.2 Final Acceptance.
27 The Work will be complete for Final Acceptance within 120 Calendar days after the date
28 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
29 Conditions.
30 3.3 Liquidated damages
31
32
33
34
35
36
37
38
39
40
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 Four Hundred and Twenty Dollars $4� 20.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2012-13) ,
01921
41 Article 4. CONTRACT PR.ICE
00 52 43 - 2
Agreement
Page 2 of 4
42 City agrees to pay Contractor for performance ofthe Work in accordance with the Contract
43 Documents an amount in current funds of EIGHT FIUNDR�D NINT�Y EIGHT THOUSAND
44 FOUR HUNDRED THIRTY TWO DOLLARS AND NINTEY CENTS ($898,432.90).
45 Article 5. CONTRACT DOCUMENTS
46 5.1 CONTENTS:
47
48
49
50
51
52
53
54
55
56
57
5$
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MWBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF F�RT WORTH
STANDARD CONSTRUCTION SPECIFICA'I'ION DOCUMENTS
Revised November 9, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
005243-3
Agreement
Page 3 of 4
79 Article 6. INDEIVINIrICATION
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, tlie city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemni#ication provision is specifically intended to onerate
and bP effective even if it is alle�ed or proven that all or some of the dam�es bein�
sou�ht were caused, in whole or in part, by any act, omission or negli�ence 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 performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is sneciCcallv intended to operate and be effective even if it is alle�ed or
nroven that all or some of the damases bein� sought were caused, in whole or in part,
bv anv act, omission or ne�li�ence of the ci .ty.
Article 7. MISCELLANEOUS
101 7.1 Terms.
102 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
103 have the meanings indicated in the General Conditions.
104 7.2 Assignment of Contract.
105 This Agreement, including all of the Contract Documents may not be assigned by the
106 Contractor without the advanced express written consent of the City.
107 7.3 Successors and Assigns.
108 City and Contractor each binds itself, its partners, successors, assigns and legal
109 representatives to the other party hereto, in respect to all covenants, agreements and
110 obligations contained in the Contract Documents.
111 �.4 Severability.
112 Any provision or part of the Contract Documents held to be unconstitutional, void or
113 unenforceable by a court of competent jurisdiction shall be deemed stricken and all
114 remaining provisions shall continue to be valid and binding upon CITY and
115 CONTRACTOR.
116 7.5 Governing Law and Venue.
117 This Agreement, including all of the Contract Documents is performable in the State of
ll8 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
119 Northern District of Texas, Fort Worth Division.
, CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 01921
Revised November 9, 2011
il
I�
00 52 43 - 4
Agreemeirt
Page 4 of 4
120 7.6 Other Pt•ovisions.
121
122
123
124
125
126
127
128
129
130
131
132
The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
classiiied, promulgated and set out by the City, a copy of which is attached hereto and
made a part hereof the same as if it were copied verbatim herein.
7.7 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties (`Bffective Date").
Contractor: JLB CONTRACTING, LLC City of F�
By:
Fernando Costa
B : � _L,..,.-., �� Assistant City Manager
� (Signature) �
Date ��� �� < , _ _
Title:
Jam��"�d ��'�phrey
CEO
Attest:
� ;,1 \, 'J ;�;
' A
vlary J. I se ; �: 1
City Se`�retary ��� �
� o°�
� o�pn_ _eo�p'� �
(Seal)
Address: �� ,(3p,y �.y�/3/
M&C � ` � � I Z =�
Date: 7 - / l - / �
133
134
135
136
137
138
139
140
141
142
City/State/Zip: /%p,�T' �j0/LTif, %,1' %6/L�/ Approved as to Form and Legality:
�'�'/'L� /) t t C!i r C� c�; l�� ��'i rz' �/,
Date � � � �Douglas W. Black �
1 Assistant City Attorney
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
4F�wCwAL R��4ii��
� ��� �����i�"
I!� ��e �l�IRe�i Y B6
i �
' -- __ _—�.—_-_'
� . _—==-- .
APPROVAL RECOMMENDED:
� � �
Do . Wiersig, P.E.
DIRECT ,
Transportation and Public Works
HMAC SURFACE OVERLAY (2012-13)
01921
I�
00 61 13 - 1
PERFORMANCE BOND
Page 1 of 2
Bond No. 6067169
1
2
3
4
5
6
7
8
9
10
I1
12
13
14
15
16
17
SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§ KNOW ALL BY THESE PRES�NTS:
§
That we, JLB Contracting, LLC , known as
"Principal" herein and Westfield Insui•ance Company , a corporate
surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal
sum of, Eight Hundred Ninet�ght Thousand, Four Hundred Thirty-Two Dollars & Ninetv
Cents Dollars ($898,432.90), lawful money of the United States, to be paid in Fort Worth, Tarrant
County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, frmly by these
presents.
18 WHEREAS, the Principal has entered into a ce��tain written contract with the City
19 awarded the 17`�' day of Julv , 20 12 , which Contract is hereby referred to and made
20 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
21 and other accessories defined by law, in the prosecution of the Work, including any Change
22 Orders, as provided fo�• in said Contract designated as HMAC SURFACE OVERLAY (2012-13),
23 City Project No: 01921.
24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
25 shall faithfully perform it obligations under the Contract and shall in all respects duly and
26 faithfully perform the Wor•k, including Change Orders, under the Contract, according to the plans,
27 specifications, and contract documents therein referred to, and as well during any period of
28 extension of the Contract that may be granted on the part of the City, then this obligation shall be
29 and become null and void, othe�•wise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 l
HMAC SURFACE OVERLAY (2012-13)
01921
00 6l 13 - 2
PERFORMANCEBOND
Page 2 of 2
Bond No. 6067169
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHER�OF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 3`d day of August , 20 12 .
9
10
11
12
13
14
15
]6
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
�-�.,.
�_i�.�s-.,CJ�Y .X � t� l`��` \ 1�-/"J \ :
Witness s o Surety Elizabeth Gray 4� �
PRINCIPAL:
JLB CONTRACTING, LLC
BY: ��'-r�"' ✓J �� .
�- ignature �
James G. Humphrey
Name and i e
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
,
BY:
g aue
Kvle W. Sweeney, Attorney-in-Fact
^ Name and Title
Address; S55 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
43 *Note: If signed by an officer of the Surety Company, there must be on fi;e a cei�tified extract
44 from the by-laws showing that this person has autlio:•ity to siPii sz�c� obligation. If
45 Sui•ety's physical address is different from its mai?ing a.Jdress, boti� �;�ust be pi•ovided.
46 The date of the bond shall not be prioi• to the date i:he Contract is a�Narded.
C[TY OF FORT WORTH HMAC SCJ2FACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS 01921
Revised July l, 2011
ATTEST:
ri cipal) Secretar
00 61 14 - 1
PAYMENT BOND
Page 1 of 2
Bond No. 6067169
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
II Y;15I.�II�1-11 �C�]�1i1 �1 DF�T.y
CK�111►M��(�)��:__:: ► r
SECTION 00 61 14
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, JLB Contractin�, 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 pur•suant to the laws of the State of Texas, known as "City" herein, in the
penal sum of Eight Hundred Ninetv-Ei�ht Thousand, Four Hundred Thirtv-Two Dollars & NinetX
Cents Dollars ($898,432.90), lawful money of the United States, to be paid in Fort Woi�th, Tarrant
County, Texas, foj• the payment of which sum well and truly be made, we bind ourselves, our
heirs, executors, administrators, successars and assigns, jointly and severally, firmly by these
presents:
18 WHEREAS, Principal has entered into a certain written Contract with City, awarded
19 the 17��' day of Julv , 20 12 , which Contract is hereby referred to and made
20 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor
21 and other accessories as defined by law, in the prosecution of the Work as provided for in said
22 Contract and designated as HMAC SURFACE OVERLAY (2012-13), City Project No: O1921.
23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
27 force and effect.
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
30 accordance with the provisions of said statute.
31
CITY Or FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-i3)
01921
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
Bond No. 6067169
2
3
IN WITN�SS WHER�OF, the Principal and Surety have each SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 3�d day of Au ust , 20 12.
PRINCIPAL:
JLB CONTRACTING, LLC
ATTEST:
BY: ���r�=v✓ � .�"-z�`��
Si,g ature
` ,�ames G. Humphrey
r�n
Name and Title
Address: P.O. Box 24131
Fort Worth. Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
ATTEST:
(Surety) Secretary
� ��> �:� �: t- i� �;� ;�C.
Witness as to Surety ElizabetH Gray
. �
� , �A\. �
��� tv � ���
� ;�
Kyle W. Sweeney, Attornev-in-Fact
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
l�
4
5
6
7
8
9
mi
�
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SUP.FACE OVERLAY (2012-13)
01921
00 61 19 - 1
MAINTENANCE BOND
Page t of 3
Bond No. 6067169
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
TH� STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 19
MAINTENANCE BOND
.
KNOW ALL BY THESE PRES�NTS:
That we JLB Contractin�, LLC , known as "Principal"
herein and Westfield Insurance Company , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein,
in the sum of Ei�ht Hundred Ninet�Eight Thousand Four Hundred Thirtv-Two Dollars &
Ninetv Cents Dollars ($898,432.90), lawful money of the United States, to be paid in Fort Worth,
Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its
successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally, �rmly by these presents.
19 WHEREAS, the Principal has entered into a certain written contract with the City awarded
20 the 17`�' day of Jul�, 20 12 , which Contract is hereby referred to and a made part
21 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting
23 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said
24 contract and designated as HMAC SURFACE OVERLAY (2012-13), City Project No: 01921;
25 and
�
27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans, specifications and Contract Documents that the Work is and will
29 remain fi•ee fi•om defects in materials or workmanship for and during the period of two (2) years
30 aftei• the date of Final Acceptance of tl�e Work by the City ("Maintenance Period"); and
31
32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
33 upon receiving notice fi•om the City of the need thereof at any time within the Maintenance
34 Period.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
1
2
3
4
5
6
7
8
9
10
ll
12
13
14
15
16
17
18
[F9
20
00 61 19 - 2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067169
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Worlc, for whicl� 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 Worl<, it is agreed that the City may cause any and al] such defective Work to
be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
the Surety under this Maintenance bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20] I
HMAC SURFACE OVERLAY (2012-13)
01921
0061 19-3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067169
�
0
2
3
4
5
6
7
8
9
10
i�
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
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 3�d day of August , 20 12 .
/
� ,,,�; �I /�.�....
'��.� —
ATTEST:
(Surety) Secretary
,�
9
���� � \ � � 'l � �• �
Witness to Surety Elizabeth Gra}�,;
PRINCIPAL:
JLB CONTRACTING, LLC
BY: �iri�✓ /� L� �' _-`�—p
ignature
James G. Humphrey
Nam tle
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
ti
BY:
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 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 fi•om its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July l, 2011
HN.:4C SURFACE O`%�RLAY (2012-13)
01921
THIS P�WtK ot AI IORNEY SUPERCEDES ANY PREVIOUS POWER BEAKIrvci it1W JHMt
POWER # AND ISSUED PRIOR TO OQ/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW.
General
Power
of Attorney
CERTIFIED COPY
State of Ohio '"'""`
County of Medina ss :
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPRNY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individuaily as a"Company" and coliectively as "Companies," duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Genter, Medina County, Ohio, do by these
; presents make, constitute and appoint
' CNARI.ES D. SWEENEY, MICHAEL A. SWEENEY, KYIE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with fuil 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------------------------------------------------------------- .
IIMITATION: THIS POWER OF ATTORNEY CANNOT BE USEO TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY 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 appiicable 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 under and by authority of the following resoiution adopted by the Board of Directors 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 Fidelity & Surety Operations Executive or other Executive shail
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 foilowing provisions:
The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf 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 Iiability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by tne President and sealed and attested by the Corporate Secretary."
"Be lt Further Resolved, 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 facsimiie, 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 Whereoi, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.D., 2011 . .
Corporate �� '^'�
Seals tr0\�s :��C`�, 4�
AKxed v: �
� � . �7'��.C9.�.� 4�ro
� ��% �
�:jr : r,to� { �.�J
'``�......r .r
�.��„��,.�.,,,,.
`�,.�P.� �ONA( iNSG ,
: hO• c A r '•• ��S
: m ; w7F.iC1L ; m ;
:�'• •:p ,:
-..,,, �....k ..••� ,�,,:
''��������,,,���•''
C�
;;1848;;
«' ._� _.•+' .
POWER NO. 4220052 O6
Westfieid Insurance Co.
Westfield National Insurance Co.
Ohio Farmers Insurance Co.
Westfield Center, Ohio
WESTFIE�D INSURANCE COMPANY
WESTFIELD NATIONAL INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
�� ` ` .
.
By:
Richard L. Kinnaird, Jr., National Surety Leader and
Senior Executive
On this 20th day of APRI� A.D., 2011 , before me personally came Richard L. Kinnaird, J1'. 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 WESTFIELD INSURANCE COMPANY, WESTFIELD
NATIONAL INSURANCE COMPANY and OH10 FARMERS INSURANCE COMPANY, the companies described in and which executed the above
instrument; that he knows the seals of said Compan(es; that the seals affixed to said instrument are such corporate seais; that they were so affixed
by order of the Boards of Oirectors of said Companies; and that he signed his name thereto by like order.
Nota�ial �,M.N«��N«qyw � • .
Affixed � a` A �. S �
2 j �������/% 9 �
....._: w ' r
^ l . �Iliam J. Kahelin, A rney at Law, Notary Public
State of Ohio :;N� ��o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
County of Medina ss.: -, .q •t� ,.-
'�.,,Tf b F �, .
i, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD 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, which is still in fuil force and effect; and furthermore, the resoiutio�s of the Boards of Directors, set out in the Power of Attorney are
in fuli force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seais of said Corrf►�.�riie:; at Westfield Center, Ohio, this 3rd day of
A.D.
Au .,..,,,�,;,,,�„ 2412 .,���,,,,N,,,,,,,,,, - ' „�,.,,,
..."" �,..,
gkk�`�s� ��,��'�: . •'P�!� . �!� iN �, {�'�' S1tlSUR,� y�
''• tC''4� �� C:• '•`P(� % :.r` "� �
�O �''" kF: ' ....,,..,C `3,
��v; .a�' t�'¢ � : �o,: ., y=; �'��� e�'�� �'� i
Mi � �; n T •;�'s_ ��', T�'�3� /�
4 � ,'�3�'rri.� s �+ : N; SEr � ; m c L� � : a = � / i �Jilw.+rp Secr�erary
i �~''�•.,�,�� ��' ;�, ,:o : ,�' :1848; `� _ Fr��k /�. Carrina, Secretary
ti •� �i � ' •�����I���•
•• I
�f •• �\��,` ���If���,. N„'�����
. ,,���1�111��1���„ ININ� _
BPOAC2 (combined) (06-Q2)
�'� �
STANDARD GENER.AL CONDITIONS
OF THE CONSTRUCTION CONTRA,CT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised: November 9, 2011
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— Definitions and Terminology ..........................................................................................................1
1,01 Defined Terms ............................................................................................................................... l
1.02 Terminology ..................................................................................................................................6
Article2 — Preliminaj•y Mattei•s .........................................................................................................................7
2.01 Copies ofDocuments ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Wocic .......................................................................................................................... 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 Refei�ence Standards ......................................................................................................................9
3.03 Repoi�ting and Resolving Discrepancies .......................................................................................9
3.04 Amending and Supplementing Contract Documents .................................................................10
3,05 Reuse of Documents ...................................................................................................................10
3.06 Electronic Data ............................................................................................................................ l l
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4,04 Underground Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Envir•onmental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .....................................................................................................................16
5.01 Licensed Sureties and Insurers ...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Conti•actor'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 SPECIFICATION DOCUMENTS
Revised: November 9, 2011
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
Laboi•; Worlcing Hours ................................................................................................................20
Services, Materials, and Equipment ...........................................................................................20
ProjectSchedule ..........................................................................................................................21
Substitutes and "Or-Equals" .......................................................................................................21
Concerning Subcontractors, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
Patent Fees and Royalties ...........................................................................................................26
Permitsand Utilities ....................................................................................................................27
Lawsand Regulations .................................................................................................................27
Taxes.........................................:.................................................................................................28
Useof Site and Other Areas .......................................................................................................28
Reco��d Documents ......................................................................................................................29
Safetyand Protection ..................................................................................................................29
SafetyRepresentative ..................................................................................................................30
Hazard Communication Programs .............................................................................................30
Emergencies and/or Rectification ..........:....................................................................................30
Submittals.................................................................................................................................... 31
Continuingthe Work ...................................................................................................................32
Contractor's General Warranty and Guarantee ..........................................................................32
Indemnification.........................................................................................................................33
Delegation of Professional Design Services .............................................................................. 34
Rightto Audit .............................................................................................................................. 34
Nondiscrimination....................................................................................................................... 35
`i Article 7- Other Work 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 Enviromnental Condition ....................................................................37
8.09 Compliance with Safety Program ...............................................................................................37
Article 9- City's Observation Status During Construction ...........................................................................37
9.01 City's Project Representative .....................................................................................................37
9.02 Visits to Site ................................................................................................................................37
9.03 Authorized Variations in Work ..................................................................................................38
9.04 Rejecting Defective Work ..........................................................................................................38
9.05 Determinations for Work Performed ..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work .....................38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
1
Articfe 10 - Changes in the Worl<; Claims; Extra Worlc ................................................................................38
10,01 Authocized Changes in the Work ...............................................................................................38
10.02 Unauthorized Changes in the Work ...........................................................................................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 Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41
11.01 Costofthe Worlc .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Worl< ..........................................................................................................................44
11.04 Plans Quantity Measurement ......................................................................................................45
Article 12 - Change of Contract Price; Change of Contf•act Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Al•ticle 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice of Defects ........................................................................................................................ 48
13.02 Access to Wori< ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovei•ing Worlc ......................................................................................................... 49
...........................................
13.05 City May Stop the Woi•k .................................................................. ........49
13.06 Correction or Removal of Defective Worlc ................................................................................50
13.07 Correction Period ........................................................................................................................50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work .............................................................................................51
Article 14 - Payments to Contractor and Completion ....................................................................................52
14.01 Schedule of Values ......................................................................................................................52
14.02 Progr•ess Payments ......................................................................................................................52
14.03 Contractoi•'s Warr•anty ofTitle ...................................................................................................54
14.04 Partial Utilization ........................................................................................................................55
14.05 Fina( Inspection ...........................................................................................................................55
14.06 Final Acceptance ......................................................................................................................... 55
14.07 Final Payment ..............................................................................................................................56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................56
14.09 Waiver of Claims ........................................................................................................................57
A��ticle 15 - Suspension of Work and Termination ........................................................................................57
I5.01 City May Suspend Work .............................................................................................................57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
Article 16 - Dispute Resolution ......................................................................................................................61
16.01 Methods and Procedures .............................................................................................................61
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
Article17 — Miscellaneous .............................................................................................................................. 62
17.01 Giving Notice ....................................................:.........................................................................62
17.02 Computation of Times ................................................................................................................62
17.03 Cumulative Remedies ................................................................................................................. 62
17,04 Survival ofObligations ...............................................................................................................63
17.05 Headings ......................................................................................................................................63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS
Revised: November 9, 2011
'f
00 �a oo - �
GENERAI. CONDITIONS
Page 1 of 62
ARTICL� 1— DEFINITIONS AND TERMINOLOGY
1.01 Defit�ed Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have t11e meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified artic(es and paragraphs,
and the titles of other documents or forms.
1. Adde��da—Written or graphic instruments issued prior to the opening of Bids which clarify,
corl•ect, or change the Bidding Requij•ements or the proposed Contract Documents.
2, Agr°eement—The written instrument which is evidence of the agreement between City and
Contractor covering the Wo►•k.
3, Application for Payme»t.—The form acceptable to City which is to be used by Contractor
during the course of the Worlc in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Awai°d — Authorization by the City Council for the City to enter into an Agreement,
6. Brd—The offei• or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Worl< to be performed.
7. Bidde�°—The individual or entity who submits a Bid directly to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Fciday, except for federal or state holidays observed by the City.
11, Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00�2oo-z
GENERAL CONDITIONS
Page 2 of 62
13. Change Or�der—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. Ciry— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
I5. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. Ciry Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. Ciry Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18, Coniract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both; or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Woi•I<. The Contract contains the Agreement and ail 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. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
' provisions of Paragraph 11.03 in the case of Unit Price Work).
22. ContJ�act Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Cof�tractor—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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised: November 9, 201 I
i
00 72 00 - 3
GENERAI. CONDITIONS
Page 3 of 62
25. Damage Clain�s — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. 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. Darector of Parks and Con�mzmity Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Woi-th, Texas, or his duly appointed
representative, assistant, or agents,
29. Director of Pdarrning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents,
30. Director of Traf�sportation Pa�blic Works — The officially appointed Director of the
Ti•ansportation Pub(ic Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31, Director of Water Depa��tnzent — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawrngs—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Ag�°eement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extf�a Worlc — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents, Extra work shall be pai-t of the Work.
36. Field Ordej=A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37, Fznal 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-4
GENERAL CONDITIONS
Page 4 of 62
38. Fi»al Ij�spection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requireme»ts—Sections of Division 1 of the Contract Documents.
40. Hazai�dous Environn�ef�tad Cof�dition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materia(s in such quantities or
cij•cumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardozis Waste—Hazardous waste is defined as any so(id 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, Larvs 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 g�•eater 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 A1va�°d—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleunz—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14,7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-5
GENERAL CONDITIONS
Page 5 of 62
51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52, Project—The Worl< to be pej•formed under the Contract Documents.
53. P�roject Represeniative—The authocized representative of the City who will be assigned to
the Site.
54. Pzrblrc Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist tlle 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. Regzrlar Working Hoz�rs — Hours beginning at 7:00 a,m, and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays),
57. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Sub»aittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to suppoi�t scheduled performance of related
construction activities.
59. Schedzile of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to vacious portions of the Work 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 ai•e designated for the use of
Contractor.
61. Specifrcations—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and worlcmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project,
62. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other• Subcontractor for the performance of a part of the Work at the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 1
007200-6
GENERAL CONDITIONS
Page 6 of 62
63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion ofthe Work.
64. Sa�ccessful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Condztions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Ut�dergroz�nd Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tan]<s, tUnnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend 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 construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Te�°minology
A. The words and tei•ms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Conn•act Documents, l�ave the indicated meaning.
B. Intent of Certain Terms or Adjectives:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised: November 9, 2011
0�7200-7
GENERAL CONDITIONS
Page 7 of 62
1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of lil<e effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of lil<e effect or impoi�t are used to describe an action or determination of City as to
the Woric. It is intended tliat such exei•cise of pj•ofessional judgment, action, or determination
will be solely to evaluate, in general, the Worlc for compliance with the information in the
Contract Documents and with the design co�lcept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defectrve:
The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactol•y, faulty, or deficient in that it:
a. does not conform to the Contcact Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval refecred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Fus"1715%7, b�stall, Perforr7�, Pi•ovide:
The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and inco►•porating in the Work including all necessary labor, materials, equipment,
and eveiything 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-known
technical or construction industry or trade meaning ai�e used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Docunte»ts
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 Commei�cernent of Contract Tif��e; Notice to P�roceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised: November 9, 201 I
00�2oo-s
GENERAL CONDITIONS
Page 8 of 62
2.03 Siarting the Wof•k
Contractor shall start to perform 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 commences to run.
2.04 Before Starting Construction
Baseline Schedarles: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 hzitial 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 fl to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or fi•om 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 shatl 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 � section or a1-ticles within a part depending on the format of the
€ CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-9
GENERAL CONDITIONS
Page 9 of 62
section. The Contractor shall not talce advantage of any variation of form, format or style in
mal<ing Contract Claims,
E. The cross referencing of specification sections under the subparagraph heading "Related
5ections 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 ►•esponsible to coordinate the entire Work under the
Contract Docutnents and provide a complete Project whether or not the cross �•eferencing is
provided in each section or whether or not the cross ceferencing is complete.
3,02 Refer•ence Staf�dards
A. Standards, Specifications, Codes, Laws, and Regulations
Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall tnean 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, of� employees, from those set forth in the Contract
Documents, No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertalce responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A. Reporting Disc�°epancies:
1. Cof�tractor's Revietiv of Contract Docut��ents Befot°e Starting Work: Before undertaking each
pai-t of the Work, Contractor shall carefully shzdy and compare the Contract Documents and
checic and verify pertinent figures thei•ein against all applicable field measurements and
conditions. Contractor shall promptly �•eport in writing to City any conflict, error, ambiguity,
or discrepancy which Conti•actor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's RevieN� of Contract Documef�ts Durrng Performance of Work: If, during the
performance of the Worl<, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any inst��uction of
any Supplier, then Contractor shall promptly repoi�t it to City in writing. Contractor shall not
pi•oceed with the Worlc affected thereby (except in an emergency as required by Paragraph
CITY OP FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATiON DOCUMENTS
Revised: November 9, 2011
00 �z oo - � o
GENERAI. CONDITIONS
Page 10 of 62
6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for faiiure to report any conflict, ej•ror, ambiguity, or
discrepancy in the Contract Documents unless Contcactor had actual lcnowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contcact Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplenzenting Contract Doczrments
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions ther�eof by a Change Order.
B. The reguirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18,C); or
3. City's written interpretation or clarification.
3.05 Reuse of Docu»7ents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo fl prepared by or bearing the seal of Engineer,
including electronic media editions; or
2, reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Ravised: November 9, 2011
00 �z oo - � i
GENERAL CONDITIONS
Page 11 of 62
B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3,06 Edecironic Data
A. Un(ess otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Cont►�actor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Conh�act Documents (also,lcnown as hard copies) and other
Specifications ceferenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or othec types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived fi•om such electronic files
will be at the user's sole rislc. Tf there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
�•epresentations as to long tei•m compatibility, usability, or readabi]ity of documents resulting
fi�om the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4,01 AvailabilityofLands
A. City shall furnish the Site. City sha(1 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 o�� 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
Schedu(e submitted by the Contractor in aceordance with the Contract Documents must
considej• any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or ►•elocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstj•uctions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS
Revised: November 9, 201 I
00 72 00 - 12
GENERAL CONDITIONS
Page 12 of 62
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 Subsz�tface a»d Physical Conditions
A. Repo��ts and Drcnvings: The Supplementary Conditions identify:
l. those reports known to City of exploj�ations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings lcnown to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized; Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
' directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1, the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2, other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsarrface o�° Physical Cof�ditions
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 work of the character provided for in the Contract
Documents;
C[TY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 13
GENERAL CONDITIONS
Page 13 of62
then Contractor shall, promptly after becoming awat�e thereof and before further disturbing the
subsurface or physical conditions or performing any Worlc in connection therewith (except in an
emergency as required by Pal•agraph 6.17.A), notify City in writing about such condition.
B. Possible Price a»d Tin�e AdjZ�stmer�ts
Contractor shall not be entitled to any adjustment in the Contj�act Price or Contract Time if:
1, Contractor lcnew of the existence of such conditions at the time Contractor made a final
commitment to City with r�espect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4,04 U�dergrouf�d Facilities
A. Sho�an or h�dicated: 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 owner�s of such Underground
Facilities, including City, or by others, Unless it is otherwise expressly provided in the
Supplementary Conditions:
1, Ciiy 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 cesponsibility for:
a. reviewing and checicing all such information and data;
b. locating al( Underground Facilities shown or indicated in the Contract Documents;
c, coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Worlc.
B. Not Shotivn or Indicated.�
l. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00- 14
GENERAL CONDITIONS
Page 14 of 62
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, sh•uctures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A, City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stalces or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes o�• 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 wilifully 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 Errvzronmental Condition at Site
A. Reports af�d Drcrn�ings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliarrce by Contr•actor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directars, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
oonoo-�s
GENERA� CONDITIONS
Page 15 of 62
COTIStT'UCi1011 to be employed by Contcacroc and safety precautions and programs incident
thereto; or
2, otller data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be �•esponsible fot• any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contl•act Documents to be within the scope of the Work, Contractor shall be responsible
for a Hazardous Envir•onmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible,
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shal( not be required to resutne Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Cont��actor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Wor(c; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
ceasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Worl<. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fitllest exdent per�mitted by Laws and Regulations, Co»tractor shall indemnify arrd hold
harmdess Ciry, from arrd against ald claims, costs, losses, and daf�aages (including but not limited
to all fees and charges of engrneers, at°chitects, attorneys, and other professiof�als and all cour•t
or arbrtratio» or other dispute r�esodution costs) arising o�t of or relating to a Hazardous
Environn�ental Co»dition c�°eated by Contractor or by anyone for whom Contractor is
resporrsible. Nothing in this Paragraph 4.06.G shald obligate Contractor to indemnify any
it�dividuad or errtrty ,from and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4,02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
CITY OF FORT WORTH
STANDARD CONSTRUCT(ON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - I 6
GENERAL CONDITIONS
Page 16 of 62
ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties and Inszcrers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Perfornzance, Payment, and Maintenance Bor�ds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent oi• attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragj•aphs 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, cej�tificates 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 �a oo - i �
GENERAL CONDITIONS
Page 17 of62
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the ce��tificate of insurance provided to the City.
The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M, Best Prope�-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 current A. M, Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
ofinsurance coverage,
7. If insurance po(icies 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.
Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
cover•age is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATiON DOCUMENTS
Revised: November 9, 201 1
00 72 00 - 18
GENERAL CONDITIONS
Page 18 of 62
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000,00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, ceserves the right to review the insurance requirements and to
mal<e reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon clianges in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13, City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either 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 Conapensation and En�ployeis' Liabiliry. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statuto�•y benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being perfonned and as will provide
protection fi�om claims set forth below whic�h may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under worlcers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Con�naef•cial General Liability. Coverage shall include but not be Iimited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injuiy, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 19
GENERAL CONDITIONS
Page 19 of 62
insurance or self-insurance prog�•ams afforded to the City. The Commercial General Liability
policy, shall have no eYclusions by endorsements that would alter of nullify premises/operations,
products/completed operations; contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing,
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile LiaUiliry. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or• use of any motor• vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone dii•ectly or indirectly employed by any of tllem to perform any of the Work, or by anyone
for whose acts any of them may be liab(e,
D. Raib°oad Protective Liability. If any of the worlc or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the ��equirements identified in the
Supplementa�y Conditions.
E. Notification of Podicy Cancellation: Contt�actor sha(1 immediately notify City upon cancellation
or other loss of insurance cover•age. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Borrds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
r•equired to be purchased and maintained by the Conh�actor in accordance with Article 5 on the basis
of non-confocmance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonab(y request. If Contractor does not purchase or maintain a(1 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 failuj�e to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Super��ision and Superii�tendef�ce
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such slcills and expertise as may be necessary to perform the
Wo��lc in accordance with the Contract Documents, Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
CITY OF FORT WORTH
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00-20
GENERAL CONDITIONS
Page 20 of 62
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
' spealcing, 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 LaboN; YT�o��king Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Conh•act Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise cequired for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Worlcing Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Woricing 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 a(1 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 requit•ed 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 wa�•ranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
oo�zoo-2i
GENERAL CONDITIONS
Page 21 of 62
C. All materials and equipment to be incorporated into the Work shall be stored, applied, instatled,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6,04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted fi�om time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requieements) 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 sehedule specification O1 32 16.
Proposed adjustments in the P►•oject Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "O�°-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a pyoprietary item or the name of a pai�ticular Supplier, the specification or
description is intended to establish the Type, function, appeai•ance, and quality required. Unless
tl�e specification or description contains or is followed by words reading that no lilce, equivalent,
or "or-equal" item oi• 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.
"Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Worlc will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9. 2011
00 �z oo - 22
GENERAL CONDITIONS
Page 22 of 62
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor ce�•tifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Iterns:
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
determine if the item of material o�• equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 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 work on the Project) to adapt the design to the proposed
substitute item;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 23
GENERAL CONDITIONS
Page 23 of 62
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 fi�om that specified;
b) available engineering, sales, maintenance, cepair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractoj�s affected by any resulting change.
B. Substitute Constra�ction Melhods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expl•essly required by the Contract Documents,
Contractol• may fuT•nish o1• utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by tlie Contract Documents. Contractor shall mal<e written app(ication to City for
review in the same manner as those provided in Paragraph 6.OS.A.2,
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal oi• submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be or•dered, 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-equa(." City will advise Contractor in writing of its determination.
D. Special Gz�arantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, wari•anty, or other surety with respect to any substitute. Contractor shall
inden�nify at�d hold harrnless City and anyone dif•ectly or indirectly ef�zployed by them,fi•on7 and
agai»sl any and al! claims, darnages, losses aJ�d expenses (includirrg attorneys fees) arising out
of Ihe use of substituted »�ateriads or equipn�ent.
E. Ciry's Cost Reimburserr�ent: City wil( record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Pa��agraphs 6.OS.A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be requii•ed to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for malcing changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F, Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Conti•actor's expense.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECiFICATTON DOCUMENTS
Revised: November 9, 201 I
00 72 00 - 24
GENERAL CONDITIONS
Page 24 of 62
G. Crry Substitute Rern�bursen�ent: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Conti•act by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcont�•actors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Cont�•act, unless otherwise approved by the City.
B. Contractor shall not emp(oy any Subcontractor•, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perforn� any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may fi•om time to time 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. Minoriry a��d Wo»�en Owf�ed Business Enterprise Compliance: It is City policy to ensure the full
and equitable participation by Minority and Women Business Enterprises (MWBE) in the
procurement of goods and services on a conti•actual basis. If the Contract Documents provide for
a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance
(as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustifted change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance,
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Conti•actor that will substantiate the actual work
perfor•med by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised: November 9, 2011
00 �a oo - zs
GENERAL CONDITIONS
Page 25 of 62
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity _
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall cceate 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 �•gquired by Laws and Regu(ations.
F, Contractor shall be so(ely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Worl< under a direct or• indirect conti•act with Contractor.
G. All Subcontractors, Suppliers, and such other individua(s or entities performing or furnishing any
of the Worlc shall communicate with City through Contractor.
H. All Woi•k performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractoi• and the Subcontractor or Supplier which specifically
binds the Subcontractor or Suppliej� to the applicable terms and conditions of the Contract
Docwnents for the benefit of City.
6.07 Wage Rates
A. Duty to pay P�°evailing Wage Rates. The Contractor shall comply with a(1 requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258, Such prevailing wage rates are included in these Contract
Documents.
B. Penal.ry for Vzolation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or pai•t of the day that the worlcei• is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complair�ts of Violations and Ci.ry Detef•nai�atron of Good Cause. On receipt of information,
including a complaint by a woi•Icer, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractoj•, the City shall make an initial
detertnination, before the 31st 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 worlcer of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
C[TY OF FORT WORTH
STANDARb CONSTRUCTION SPECIPICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 26
GENERAL CONDITIONS
Page 26 of 62
D. AY'IJlll°ation Reqz�i�•ed if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worl<er does not resolve the issue by agreement before the 15th day after the date the
City mal<es 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 arbitrator is
final and binding on all parties and may be enforced in any coui�t of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker empioyed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actua( per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payn�ents. 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. Subcontructor Co�nplia»ce, The Contractor shall include in its subcontracts and/or shall
otherwise �•equire all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees af�d Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor fi•om its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent per�nitted by La��s and Regulations, Contractor shall indemn� and hold
harnzless Ci .ry, from and agaif�st all claims, costs, losses, and damages (including but not limited
to all fees a»d chaf•ges of engineers, architects, attorneys, and other professionals and all court
or arbitration or othe�• dispute resolution costs) arising out of or relating to any infringement of
patent rigl�ts of° copyrights incident to the use irr the perforniance of the Work or resulting from
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised: November 9, 2011
00 �z oo - z�
GENERAL CONDITIONS
Page 27 of 62
the incorporation in the Wo��k of any inverrtion, design, process, prodzcct, or devzce not specifted
in tl�e Contract Documents.
6.09 Per�mits and Utilities
A. Conh•actor obtained pe��n�its and licenses, Contractor shall obtain and pay for all construction
permits and licenses eYcept those provided for in the Supplernentary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractol• shall pay all governmental charges and inspection fees necessary for the prosecution
of the Worl< 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 owner•s for connections for providing permanent service to the
Worlc.
B. Ci.ry obtczif�ed pernaits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Conti•act Documents. It will be the Contractor's
responsibility to cariy 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 appropt•iate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department ofTranspo��tation Permits
2. U.S. Army Corps of Engineers Permits
3, Texas Commission on Environmental Quality Permits
4, Raih�oad Company Pec•mits
C. Outsta�di�g pes�mits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Lcnvs and Rega�latiorrs
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work lcnowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFTCATION DOCUMENTS
Revised: November 9, 201 1
00�2oo-2s
GENERAL CONDITIONS
Page 28 of 62
court or arbih�ation or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not lcnown at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contj•act Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from;
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. littp://«rww,wincfow.state.tx.us/ta�info/taxforms/9 �-forms.htrnl
6.12 Use of Site and Other Areas
A. Lzmitatiora on Use of Site and Othe�• Areas:
Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting fi•om the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessaTy for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the S ite.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFiCATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 29
GENERAL CONDITIONS
Page 29 of 62
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pzcrs�a��t to Paragrapl� 6.21, Cortt��actor shall zndemn� and hodd harrnless City, fro�n and
agairrst all clain�s, costs, losses, arrd damages arising out of or relaling to any claim or
action, legal or eqaritable, b��ougl�t by any szich otivner o�• occz�pant against City.
B, Removal of Deb�•is Du�•ing Peiformance of the Work: During the progress of the Worl<
Contractor shall I<eep the Site and othe�� areas free from accumulations of waste materials,
rubbish, and other debris, Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter oc 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 Cleanif�g: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and mal<e it ready for utilization by City or adjacent property owner. At the completion
of the Worl< Cont�•actor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
distw�bed by the Worl<.
E. Loading Stf°uctur�es: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
oc adjacent p►•operty to stresses or pressures that will endanger it.
6.13 Record Doczn��ents
A, Contractor shall maintain in a safe pface at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Proiection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their woi�lc, nor for compliance with applicable safety Laws and Regulations. Contractor shall
C[TY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised: November 9, 201 1
00 72 00-30
GENERAL CONDITIONS
Page 30 of 62
talce all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all pe��sons on the Site or who may be affected by the Worl<;
2. all the Worlc and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, ►•elocation, and replacement of their property.
C. Contractor sha(1 comply with the applicable requirements of City's saf�ty 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 refer�red 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
Worlc, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safery Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Commzrnication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 En�ergencies andlo� Rectiftcatio�r
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATiON DOCUMENTS
Revised: November 9, 2011
00 72 00-31
GENERAI CONDITIONS
Page 31 of 62
changes in the Work or• variations fi�om the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued,
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give tlle Contractor written notice that such work or changes ace to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
talce remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this wi•itten request, or does not show just cause for not taking the proper action,
within 24 hours, the City may talce such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6,18 Sub»�ittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the infol•mation for the limited pucposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
confonnance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City. �
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor fi�om requirements shown on the Drawings and
Specifications,
5. For-Infoimation-Only submittals upon which the City is not expected to conduct review or
tal<e responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
00 72 00 - 32
GENERAL CONDITIONS
Page 32 of 62
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. Ciry's Review:
City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or proceduce of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section O1 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Subtnittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractoi�'s General Warranty and Gzcaf•antee
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:
abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any othe�• individual or entity for whom Contractor is
responsible; or
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS
Revised: November 9, 2011
00 72 00 - 33
GENERAL CONDITIONS
Page 33 of 62
2. no�•mal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contr•actor's obligation to perform
t11e Worl< in accordance with the Conti•act Documents;
1, observations by City;
2, cecommendation or payment by City of any progj•ess or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any pact thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Woi�ic by City,
D, The Contractor shall remedy any defects or damages in tlie Worlc and pay for any damage to
other work or property 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 observed 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, from and against any and all claims
arising out of, or alleged to arise out of, the worlc and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN TI3AT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN
PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. TI3IS INDEMNIFICATION PROVISION IS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised: November 9, 2011
00 72 00 - 34
GENERAL CONDITIONS
Page 34 of 62
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
NEGLIG�NCE OF THE CITY.
6.22 Delegation of Pf�ofessional Design Ser-vices
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Conh•actor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signatu�•e and seal shall appear on al( drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
G City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the 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 Riglzt to Audit
A, The Contractor agrees that the City shall, t�ntil the expiration of three (3) years after final
payment under this Cont►•act, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in ol•der to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor furtller agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shal(, 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
pe��tinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and fui�ther, that City shall have access during Regular Working Hours to all
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 35
GENERA� CONDITIONS
Page 35 of 62
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance witll the provisions of this Paragraph. The City shall give
Subcontractor i�easonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimii�atror�
A. The City is responsible for operating Public Tcansportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall conlply with the requirements of
the Act and the Regulations as furthec defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT TH� SIT�
7,01 Related Wo�°k at Sife
A. City may perform other wori< related to the Project at the Site with City's employees, or other
City contractors, or through othei• direct contracts thet•efor, or have other work 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 work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other woi•k with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Worlc that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or other•wise altering such worlc; provided, however, that
Contractor may cut or• alter others' work with the written consent of City and the others whose
worlc will be affected,
C, If the proper e�:ecution or results of any pal-t of Contractor's Work depends upon work performed
by others under this A�•ticle 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and cesults of Contractor's Work. Contractor's failure to so
repo��t will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Worl< except for latent defects in the woi•k provided by others.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 20) 1
00 72 00 - 36
GENERAL CONDITIONS
Page 36 of 62
7.02 Coordination
A. If City intends to cont��act with others for the performance of other work on the Project at the
Site, the following wiil 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. tlze eYtent of such authority and i�esponsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Comn�unications to Contf�actor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Daia
City shall timely furnish the data requii•ed under the Contract Documents.
8.03 Pay Wl�en Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set fot�th in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
' identifying and making availabie to Coniractor 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 sha(1 execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13,03.
C1TY OF FORT WORTH
3TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 37
GENERAL CONDITIONS
Page 37 of 62
8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractoi•'s means, methods, techniques, sequences, or pi•ocedul•es of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failur�e to peT•form the Worl< in accocdance with the Contract Documents.
B. City will notify the Conh•actor of applicable safety plans pursuant to Paragraph 614.
8.08 Undisclosed Hazai�dous Envirom�7ental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8,09 Conapdiance i��ith Safet�� Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractoc's safety prog�•ams of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9,01 City's Pf�oject Represei�tatzve
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 Cont��act Documents. The Pi•oject Representative(s) will be as provided in the
Supplementaiy Conditions,
9.02 Visits to Site
A, City's Project Repeesentative will malce visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Worlc is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to checic the quality or quantity of the Work. City's Project Representative's efforts
will be dir•ected toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents,
B. City's Project Representative's visits and observations ai•e subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCUMGNTS
Revised: November 9, 201 1
00 72 00-38
GENERAL CONDITIONS
Page 38 of 62
9.03 Autl�orized Variations in Wo�°Ic
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Worlc involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Worl< as pi•ovided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Deter•minations fo�� Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requiren�ents of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Worl< thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Wo��k
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Woi•k not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 39
GENERAI CONDITIONS
Page 39 of 62
10.02 Unazithorized Cha»ges in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any 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 Oi�ders
A. City and Contractor shall execute appropriate Change Oi•ders covering:
1. changes in the Worlc which are: (i) ordered by City pursuant to Paragraph lOAI,A, (ii)
requir�ed because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Woj•k under Paragraph 13,09, or (iii) agreed to by the parties;
2, changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10,04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Worlc, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after malcing written request for written orders and shall keep accurate account of the actual
reasonable cost ther•eof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10,06,
B. The Contractol• shall furnish the City sucll 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 Change Order shall
be a full, complete and final payment for all costs Conh•actor incurs as a result or relating to the
change or Extra Worl<, whether said costs are known, unlcnown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notifrcation 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 Worlc or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised: November 9, 201 1
00 72 00 - 40
GENERAL CONDITIONS
Page 40 of 62
10.06 Conh°act Clain�s Process
A. Ciry's Decision Reqa�ired: 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 exe�•cise 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 making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days fi•om the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12,01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02,
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shal( submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time),
C. Ciry'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 Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00-41
GENERAL CONDITIONS
Page 41 of 62
D. City's w��itten action under Paragraph 10.06.0 wil( be final and binding, unless City or
Contractor involce the dispute resolution pcocedure set forth in Article 16 within 30 days of such
action or denial.
E, No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs b�cluded: The term Cost of the Worlc means the sum of all costs, except those excluded in
Paragraph 11,O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Worl<. Wl1en the value of any Work cove��ed by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs cequired because of the change in
the Wocic. 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 di��ect employ of Contractor in the performance of the
Worl< under schedu(es 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 Worl<, Paycoll costs for employees not employed full time on the
Worlc shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fi•inge benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, worlcers' compensation, health
and retirement benefits, bonuses, sicic leave, vacation and holiday pay applicable thereto.
The expenses of performing Worl< outside of Regular Working Hours, Weekend
Wor]<ing 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 incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or otheys in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, macllinery, or• parts shall cease when the use thereof is no longer necessaty
for the Worlc.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION UOCUMENTS
Revised: November 9, 201 I
00 72 00-42
GENERAL CONDITIONS
Page 42 of 62
4, Payments made by Contractor to Subcontracto��s for Work performed by Subcontractors. If
required by City, Conti•actor shall obtain competitive bids from subcontractors acceptable to
City and Contractor a�ld shall daliver 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 Worl< plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Worl<.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less 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
perfori�nance of the Worlc, 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.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minoi• expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar periy cash
items in connection with the Work.
C[TY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 43
GENERAL CONDITIONS
Page 43 of 62
h. The costs of premiums foc all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain,
B. Costs Excluded; The term Cost of the Wor]< shall not include any of the following items;
1. Payroll costs and other compensation of Contractor's officei•s, executives, principals (of
partnerships and sole pi•oprietorships), general managers, safety managers, engineers,
architects, estimators, attol•neys, auditoi•s, accountants, purchasing and contracting agents,
expediters, timelceepers, clerks, and other personnel employed by Contractor, whether at the
Site oi• in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.1 or specifically covei�ed by Paragraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Conti•actor's fee.
2. Expenses of Contracto�•'s principal and branch offices other than Contractor's office at the
Site.
Any part of Contcactoi•'s capital expenses, including interest on Contractor's capital
employed for the Worl< 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 coj•cection of defective Worl<, disposal of materials or equipment wrongly
supplied, and malcing good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Worlc is performed on the basis of cost-plus, Contractor's fee
shal( be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Pi•ice 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. Doczrmentatiof�: Whenever the Cost of the Worl< for any purpose is to be determined pursuant to
Paragraphs II.O1.A and 1IAI.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 breal<down together with supporting data.
11.02 AldoN�ances
A. Specified Aldowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such peisons or entities as may be acceptable to City.
B. Pre-bid Aldolvances:
1. Contractor agrees that;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00-44
GENERAL CONDITIONS
Page 44 of 62
a. the pre-bid allowances include the cost to Contractor of �r►aterials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Cot�tingency Allo���ance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Worlc an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement,
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and 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 Paragcaph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contcactor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
worlc listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contraetor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no coi�responding adjustment with respect to any other item of Work.
E. Incf•eased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
If the changes in quantities or the alterations do not significantly change the character of
woi•ic under the Contract Documents, the altered worlc will be paid for at the Contract unit
price.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 �z oo - as
GENERAL CONDITIONS
Page 45 of 62
2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3, If no unit prices eYist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the cllaractec of worlc occurs when;
a. the cl�aracter of worl< for any ltem as altered differs materially in lcind or nature from that
in the Contract or
b. a Major Item of worl< varies by more than 25% from the original Contract quantity.
5, When the quantity of worlc to be done under any Major Ttem 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 worl< that is above 125%.
6. When the quantity of worl< to be done under any Major Item of the Contract is (ess than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit p►•ice.
11.04 Plans Qiranti.ry Measan�ement
A. Plans quantities may ar may not represent the exact quantity of work performed or material
moved, handled, or placed dur•ing the execution of the Contract, The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (oc as stipulated under� "Price and Payment Procedures" for specific Items) fi•om the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized wot�lc done for payment purposes. The
party to the Contract requesting the adjustment will pi•ovide 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, axcept as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity wi(1 be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity,
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree 117 Wi�iting to fix the final quantity as a plans
quantity.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 46
GENERAL CONDITIONS
Page 46 of 62
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 CONTRA.CT TIME
12.01 Change of Co�tract Pi°ice
A. The Contract Price may only be changed by a Change Order.
B. The value of any Worl< covered by a Change Order will be determined as follows:
1. where the Wori< involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.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 Wo1�lc involved is ►�ot 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 Worlc (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. Co�tractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
I. a mutually acceptable fixed fee; or
2. if a flxed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Worlc
a. for costs incui�red under Paragraphs 11A1.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 incuf•red under Paragraph 11.O1.A.4 and 11.O1.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and
12.O1.C,2.b is that the Subcontractor who actually perfoj•ms the Work, at whatever
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00-47
GENERAL CONDITIONS
Page 47 of 62
tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraplls 11,O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contc•actoc 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 payabfe 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 Contractoi• to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decr�ease.
12.02 Chaf�ge of Contract Trme
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be a(lowed for Extra Worlc o�• for claimed delay unless
the Extra Worl< contemplated or c(aimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Ceitical Path Method analysis how the Extra Work or
claimed delay adveisely 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 work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and cha�•ges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on ar in connection with any other project or anticipated project.
C. Contractoc shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contr•actor. Delays attributable to and within the control of a Subcontractor
or Suppliet� shal] be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
dir•ect and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
inforcnation or material, if any, which is to be furnished by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
00 �a oo - as
GENERAL CONDITIONS
Page 48 of 62
ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Woric 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 gavernmental agencies with jurisdictional interests will
have access to the Site and the Worl< at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereo fl to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees speciftcally identified in the
Supplementary Conditions or any Texas Depa��tment 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, i�e-tests, or approvals required for City's acceptance of materials or
equipment to be incorpor•ated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Worlc, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00-49
GENERAL CONDITIONS
Page 49 of 62
Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurcence of City, Contractor shall, if requested by City, uncover
such Worl< foi� observation.
F. Uncovering Worl< as provided in Paragl•aph 13.03.E shall be at ContT•actor's expense.
G. Contractor shall have the right to mal<e a Contract Claim regarding any retest or invoice issued
under Section 13,03 D.
13.04 Uncovering Wo�°k
A. If any Worlc is covered contt�ary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's obseivation and replaced at Contractor's
expense,
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessa�y labor, material, and equipment.
1. If it is found that the uncovered Worlc is defective, Contractor shall pay a(1 claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and al( court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or ��econstcuction (including but not limited to all costs of repair or
replacement of wa�lc of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contcactor shall still be �•esponsible for all
costs associated with exposing, obseiving, and testing the defective Work.
2, If the uncovered Worl< is not fow�d to be defective, Contractor shall be allowed an increase
in the Contract P��ice or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposuce, obsef•vation, inspection, testing, replacement, and reconstruction.
13.05 Ciry May Sdop the Woi°k
If the Worlc is defective, or Contractor fails to supply sufficient sf<illed workers or suitable materia(s
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the pai�t of City to exercise this right fol• the benefit of Contractor, any
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
oonoo-so
GENERAL CONDITIONS
Page 50 of 62
Subcontractoi�, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
l 3.06 Co�°rection or IZemoval of Defective 1�Vork
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from tl7e Project and replace it with Worl< that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Wo��k shall not constitute acceptance of such
Worlc.
B. When correcting defective Wocic undar the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Worlc.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be presccibed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with Gity's written instructions;
1. repair such defective land or areas; or
2. correct such defective Worlc; or
3. if the defective Work has been rejected by City, remove it fi�om the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious rislc of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such coj•rection or repair or such removal and replacement (including
but not limited ta all costs of repair or replacement of work of others) will be paid by Contractor.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATION DOCUMF,NTS
Revised: November 9, 2011
00 72 00-51
GENERAL CONDITIONS
Page 51 of 62
C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Worlc, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
t�emoved and replaced ��nder this Par•agraph 13.07, the correction period hereunder with respect
to such Worlc may be required to be extended for an additional period of one year after the end of
the initia( correction period. City shall provide 30 days written notice to Contractor should such
additional wai�ranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, put•suant to Paragj�aph 10.06.
E. Contractor's obligations undec this Paragraph 13.07 are in addition to any other obligation or
wai•i•anty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waivei� of, the provisions of a�ly applicable statute of limitation or repose.
13,08 Acceptance ofDefective Wof°k
If, instead of i•equiring cor►•ection or removal and replacement of defective Work, City prefers to
accept it, City may do so, Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, al•chitects, atto�•neys, and other pcofessionals and all
court or other dispute reso(ution costs) attributable to City's evaluation of and determination to
accept such defective Wor•lc and for the diminished value of the Worlc to the extent not otherwise
paid by Contractor, If any such acceptance occucs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Wor(c so accepted.
13.09 City May Correct Defective l�jo��k
A. If Contractor fails within a reasonable time after written notice fi�om City to correct defective
Work, or to f•emove and replace rejected Worlc as 1•equired by City in accordance with Paragraph
13.06.A, or if Contractor fails to pecform the Worl< in accordance with the Contract Documents,
or if Contracto►• fails to comply with any other p�•ovision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies �inder this Paragraph 13.09, City shall proceed
expeditiously. In connection with such coi•rective or re►nedial action, City may exclude
Contractor from all or part of the Site, talce possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Worlc, stored at the Site or for which City has paid Contractor but which are
stored elsewhere, Contractor shall allow City, City's r�epresentatives, agents, consultants,
employees, and City's other contj•actors, access to the Site to enable City to exercise the rights
and remedies under this Pacagraph.
C. All claims, costs, losses, and damages (including but not limited to al( fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
CITY OF FORT WORTH
STANDARD CONSTRUCTJON SPECIFICATTON DOCUMENTS
Revised: November 9. 2011
00 72 00-52
GENERAL CONDITIONS
Page 52 of 62
costs) incurt•ed oc sustained by City in exercising the ��ights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessaiy revisions in the Contcact Documents r�ith respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Pcice.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Worl< attributable to the exei�cise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYM�NTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Val�es
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Pcogress payments on account of Unit Price Work will be based on the number of
units completed.
l 4.02 P��ogress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Woi•lc completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of matei•ials and equipment not incorporated in the Work
but delivered and staitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to dischai•ge Contcactor's legitimate obligations
associated with pi•ior Applications for Payment.
5. The amount of retainage with respect to progress payments wi(1 be as stipulated in the
Contract Documents.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
00 72 00 - 53
GENERA� CONDITIONS
Page 53 of 62
B. Revie�v ofApplrcatio�s:
1. City will, after ceceipt of each App(ication for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may mal<e the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an App(ication for Payment will be based on
City's observations of the executed Worlc, and on City's ceview of the Application for
Payment and the accompanying data and schedules, that to the best of City's Icnowledge:
a. the Work has progressed to the point indicated;
b. the quafity of the Worlc is generally in accordance with the Contract Documents (subject
to an evaluation of the Wor(c as a fiinctioning whole prior to or upon Final Acceptance,
the results of any subsequent tests ca(led for in the Contract Documents, a final
determination of quantities and classifications for Worlc performed under Paragraph 9,05,
and any other qualifcations stated in the recommendation).
3, Pi•ocessing any such payment will not thereby be deemed to have represented that:
a. inspections made to checic the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b, there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessaly to protect City from
loss because:
a. the Worl< is defective, oe the completed Worlc has been damaged by the Conh�actor or his
subcontractors, requiring correction or replacement;
b, disci•epancies in quantities contained in previous ap�lications for payment;
c. the Contract Price has been reduced by Change Ordeis;
d. City has been required to correct defective Worlc or complete Work in accordance with
Paragraph 13.09; or
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATfON DOCUMENTS
Revised: November 9, 2011
oonoo-sa
GENERAL CONDITIONS
Page 54 of 62
e. City has actual Irnowledge of the occurrence of any of the events enumerated in
Pacagraph 15.02.A.
C. Rezainage:
1. For contracts less than $400,000 at t11e time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any worl< shall cemain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment.� Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction ij� Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual know(edge of tlze occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4,e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons foi• such action and pay Coi�ti•actor any amount remaining a$er
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 Contf°actor's Warranry 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 55
GENERA� CONDITIONS
Page 55 of 62
14.04 Pa�°tial. Udidization
A, Prior to Final Acceptance of al( the Woi•Ic, City may use or occupy any substantially completed
part of the Wor(c which has specifically been identifed in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's �
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use oj• occupy any such part of the Work which City deteimines to be ready for its
intended use, subject to the following conditions:
1. Contracto�• at any time may notify City in writing tllat Contractor considers any such part of
the Worl< ready for its intended use,
2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and
Contractor shall malce an inspection of that par�t of the Worlc to determine its status of
completion. If City does not consider that part of the Work to be substantia(ly complete, City
will notify Contractor in writing giving the reasons therefor.
3. Pa��tial Utilization will not constitute Final Acceptance by City.
14.05 Finallrrspection
A. Upon written notice fi�om Contractor that the entire Wor•Ic is complete in accordance with the
Contract Documents:
1, within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Worlc is incomplete or defective, Contractor shall immediately ta(ce such measures as are
necessaiy to complete such Wo�•Ic oc cemedy such deficiencies,
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in wi•iting of the reasons and Contract Time will
resutne.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Worl< identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 56
GENERAL CONDITIONS
Page 56 of 62
14.07 Final Payment
A. Application fo�° Payme��/:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The fina) 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 j�eleases or waivers
(satisfactory to City) of all Lien cights arising out of or Liens filed in connection with the
Worlc.
B. Payment Beconzes Due:
l. 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, wi(1 become due and payable.
2. After all Datnage Claims have been resolved:
a. directly by the Contractor or;
b. Conti•actor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Co�npletion Delayed and Pa��tial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragj•aph 5.02, the written consent of the surety to the payment of the balance due for that
C(TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 20] 1
00 �z oo - s�
GENERAL CONDITIONS
Page 57 of 62
portion of the Worl< fiilly completed and accepted shall be submitted by Contractor to City with
tlie Application for such payment. Such payment sliall be ►nade under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Pa�•tial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods fo((owing the completion of all other
construction in the Cont��act Documents for all Work locations, the City may release a portion of
the amount retained pr•ovided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be cetained.
14.09 Waiver of Clain2s
The acceptance of final payment will constitute a release of the City fi�otn all claims or liabilities
under the Contract for anything done or fiirnished 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 WORIC AND TERMINATION
15.01 City May Suspend Wo�°li
A. At any time and without cause, City may suspend the Worlc or any pol�tion thereof by written
notice to Contractor and which may fix the date on which Worl< will be resumed. Contractor
shall resume the Worlc on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any ceason, the City will mal<e no extra payment for stand-by
time of construction equipment and/o�• construction ceews,
B. Should the Contractor not be able to complete a portion of the Pi�oject due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessai•y to suspend the Woi•1< for an indefinite period, the Contractor shall
store all materials in such a manne►• that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the worl< pej•formed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D, Contractor may be reimbursed for the cost of moving his equiUment off the job and returning the
necessa�y 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 Contraetor of moving the
equipment and no pcofit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised: November 9, 2011
00 �z oo - ss
GENERAL CONDITIONS
Page 58 of 62
15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination 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 workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted fi�om time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's MWBE oi•dinance established under Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3, Contractor's �•epeated 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 coj�rection 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 o►• any funds due therefi•om for the benefit of any creditoi• or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to cariy on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Confet•ence shail be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Worlc.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence perfoi•mance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
00 72 00 - 59
GENERAL CONDITIONS
Page 59 of 62
obligations, then City, without process or action at law, may talce over any poi-tion of the
Worlc and complete it as described below.
a. If City completes the Worlc, City may exclude Contractor and Surety fi�om the site and
talce possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Worl< as City may deem expedient.
3, Whether City or Surety completes the Worlc, Contractor shall not be entitled to receive any
further payment unti( the Worl< is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
fi•om completing the Worlc, sucli e�cess 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 incuj•red by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Worl< peyformed.
4. Neither City, nor any of its respective consultants, agents, officeis, directois or employees
shall be in any way liable oi• accountable to Contractor or Surety for the method by wllich the
completion of the said Woric, or any po►-tion thereof, tnay be accomplished or for the price
paid therefor.
5, City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages fi•om Co►ltractor or Sw�ety for Contractor's failure to timely complete the
entire Contract, Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any othey obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Cont�•actor
begi�ls within seven days of receipt of notice of intent to tei•minate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice,
D. Whet�e Contractor's sei•vices have been so terminated by City, the termination will not affect any
rights or remedies of City agai�lst Cont►�actor 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 sha(1 not supersede the provisions of this
Aj�tic(e,
CITY OF FORT WORTH
3TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - 60
GENERAL CONDITIONS
Page 60 of 62
15.03 Ciry May Te��minate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any tei•mination shall be effected by mailing a notice of the termination to the
Contracto�• specifying the extent to which performance of Worlc under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively p�•esumed 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 �•egarding such discretionaiy action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessacy for completion of such portion of the Worlc under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, cornpleted Work, supplies and
' other mate��ial 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 comp(eted plans, drawings, information and other property
which, if the Gontract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
p��eservation 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 ar all
items of termination invento�y not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00-61
GENERAL CONDITIONS
Page 61 of 62
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 correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification pr•escribed 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 Worl< executed in accordance with the Contract Documents prior
to the effective date of tet•mination, including fair and reasonable sums for overhead and profit on
such Worlc;
2. expenses sustained prior to the effective date of te�•mination in performing services and
furnishing labor, materials, or equipment as i�equired by tlle Contract Documents in connection
with uncompleted Worlc, plus fair and reasonable sums for overllead 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 agr�ee upon the whole amount to be paid
to the Contractor by ceason of the termination of the Worlc, the City shall detennine, 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 determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or othec economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methoc�s and Procedin�es
A. Either City ol• ContractoT• may i•equest mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 befor�e such decision becomes final and binding. The request for
mediation shafl 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 Cont�•actor shall participate in the mediation process in good faith. The process shall be
cornmenced within 60 days of filing of the request.
C. If the Contr�act Claim is not ►•esolved 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 SPECIFICATION DOCIJMENTS
Revised: November 9, 2011
00 72 00-62
GENERAL CONDITIONS
Page 62 of 62
1. elects in writing to invol<e any other dispute cesolution 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 Conh�act Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requiyes 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 oc cectified mail, postage prepaid, to the last business
addcess Icnown to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufticient upon confirmation of receipt by the receiving party.
17.02 Computation of Ti�nes
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 Cunaulutive Renzedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the pa��ties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rigllts and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 I
00 72 00 - 63
GENERA� CONDITIONS
Page 63 of 62
17.04 Sur��ival of Obligatrons
All representations, indemnifications, war��anties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or ter►nination of the services of Contractor.
17.05 Headings
Article and paragraph headings ai•e inserted for convenience only and do not constitute parts of these
General Conditions. •
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 201 1
City of �'ort Warth, Texas
iVla��r and Council Gornmun�cation
m �z"a
v,-��i.9'^�.`x7A�
COUNCI� ACTftJN: Appraved on 7/8/200$
�,,. �„�_..d..•� •-�
DATE: Tuesday, July 08, 2008
L.OG NAME; 30WAGE RATES REFERENCE NO.: *�`G-1619Q
SUBJECT:
Adopt 2008 Prevailing Wage Rates fnr City-Awarded Public-Works Projects
��connn��rvoAr�orv:
It is recommended that the Gity Council adopt the attached 2008 Prevailing Wage Rates for City-awarded
pubiic warks projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works
shali determine the general pr�vaifing rate of per diem wages for each craft or type of worker needed to
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality,
�.ach year The Quain Chapter of the Assaciated General Contractars, in conjunction with the Association of
Builders and Coniractars (ABC} and the American Sub-Contractors Assaciation (ASA), conducts a wage
rate survey for North Texas consfruction, The attached 20p8 Prevailing Wage Rate data was compiled from
that survey.
FISCQl. fNFORIVIATION/C�R7t�ICATION:
The �inance aireator certifies that this action will have no material effeci on City funds.
TO Fund/A�sountlCenters
FRUM FundlAccountlCenters
w��u �� w
Submitted for Cif ar�g�r's Office b�
Ori inatin De a�,.rtme He�dt
Fernando Costa (8�476)
A, Douglas Rademaker (6157)
Additional informatiar► Contaci: Eric Qundy (7598}
I�EA'VY & HIGHWAY CONSTRUC'�'�ON
PREVATLING WAGE RA.'TES 2008
Asphalt Dish��butc
A,sphalt Pavia�g 1V�
Asphalt Raker�
Asphalt Shoveler
�atching Piant W�
Broom or S�veepe
Concrete Finisher, 1'avin�
Concrete Pinistaer, Sh'uctures
Concrete Paving Curbi►�g Macliine (
Concrete Paving Pinishing Machine
Concrete Paving Joint Sealer O�era1
Concrete paving Saw Q�erator
Conerete Pavi�a� SUraader Operator
Electrician
Shovel
ror�n Setter, Pavin� & Curb _
�oundation Drill QperaCor, Crawler Mounted
Foundation Drill O�erator, Truck Mounted '
�'ront End T.,oadcr Operator
Laborer, Common
Labarer, Utility
Mechanic
Milling Maohiile Operatar, Fine Grade
Mixer Operator
Motor Gradei• Operator, rine Grade
Motar Grader Operator, Raugh
Oiler
Painler, Struetures
Pavement Marl<'rng Maclaine Operator
i'ipelaye��
Reinforcing Steel Settec•, Paving
Reinfot•cin� Steel Setter, Structure
Roller Operator, Pneumatic, Self-PropeUed
RoUer Operator, Steel Wheel, Flat �'JheeUTamping
Roller Operator, Steel Whee[, P1T�it Mix Pavem�nC
Scraper O�erator
Servicer
Slip rorm Machine Operator _
S�eadet• Box Operator
Tractor Operator, Crawler Type
Tractor Operator, Pneumatic ____ _
Travelin�Mixer Operator ��__
Truck Dz•ive� Lowboy-Float
Truck Driver, Single Axle, %ieavy
Truek Driver, Single Axle, Light
Truck Driver, Tandem Axlc, Semi-Trailer
Truck brivex•, Transit-Mix
Wa on Drill, �oring Machine, Post Hole Driller O
Welder
Work Zone Barricade Servicer
$ I 0.06
$13,99
$12.78
$11,01
$ 8.80
$14.15
$ 9,88
$13,22
� 12.80
$12.85
$13,27
� 12.00
$13,63
$12,50
$13,56
$14,50
$10.61
$14.12
$18,12
$ 8,43
$11,63
$11.83
$13,67
$16.30
$12,62
$ 9,18
$10,65
$16,97
$i 1.83
$11,58
$ � s,zo
$�a,so
$la,�s
$13,17
� r o.oa
� l l .OQ
$14,86
$16.29
$11,07
$1 O.a2
$1 i.as
�r i.aa
$ I 2,32
$12.33
$10.92
$12,60
$12,91
$12.03
$14.93
$11,47
$10.91
$11.75
$12.08
$14.00
$13.57
2008 PREVAILING WAGE RATES
CONSTRUC7IUN iNDUSTRY
007300-I
SUPPLEMENTARY CONDITIONS
Page 1 of S
2
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITTONS
Supplementary Conditions
These Supplementa�y Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instT•uctions that modify or supplement specific paragraphs in the General Conditions and
other Cont��act Documents.
SC-3.03B.2, `�Resolving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.01 A
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,
SG4.01A.1., ��Availability of Lands"
The following is a list of Icnown outstanding right-of-way, and/or easements to be acquired, if any as of
April 17, 2012
Outstanding Right-Of-Way, and/or Gasements to [3e Acyuired
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 fi�om 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 SPEC(FICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-13)
01921
1
2
3
4
5
6
Utilities or obstructions to be removed, adjusted, and/or relocated
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 5
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of April 17, 2012:
EXPECTED I1TILITY AND I,OCATION TARGET DATE OF
OWNER ADJUSTMENT
"None"
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A., "Sabsurface and Physical Conditions"
The following are reports of explor�ations and tests of subsurface conditions at the site of the Worl<: Under
Buzzsaw, see Soi( Lab / Test Results.
The following are drawings of physical conditions in or i�elating to existing surface and subsurface
structures (except [Inderground Facilities) which are at or contiguous to the site of the Work:
"None"
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions (rnown to the City:
"None"
SG5.03A., "Certificates of insur•ance"
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"
SC-5.04A., "Contractor's (nsurance"
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
coverages for not less than the following amounts or greater where requi��ed by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GG5.04A.
Statutory limits
Enaploye��'s liabilrty
$100,000 each accident/occurrence
$100, 000 Disease - eacl� enaployee
$500,000 Drsease - policy limit
SC-5.04B., "Contractor's Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMFNTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-13)
01921
007300-3
SUPPLBMENTARY CONDITIONS
Page 3 of S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1$
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
5.04B. Commercial General Liability, under Paragraph GG5.04B, Contractor's Liability Insurance
under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
�ninimum limits of:
$1, 000, 000 each occan���ence
$2, 000, 000 agg��egate lin�it
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) mal<ing the
GeneT•al Aggregate Limits apply separately to each job site,
The Commercial General Liability ]nsurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarl<s Article of the Certificate of Insw�ance.
SC 5.04C., "Contractor's Insu►�ance"
5.04C. Automobile Liability, under Pai•agraph GG5.04C, Contractor's Liability Insurance under
Paragraph GG5.04C., 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.
$I,000,000 each accident on a combined single limit basis. Spl'rt limits are acceptable if limits are at
least:
$250, 000 Bodily Injzny per pe��svn /
�500,000 Bodily Injai�}� per accident /
$100,000 Property Dainage
SC-5.04D., "Contractor's Insarance"
The Contractor's consh�uction activities will requil•e its employees, agents, subcontractoi•s, equipment, and
material deliveries to cross railroad properties and tracics: "None".
The Gontractor shall conduct its operations on raili•oad properties in such a manner as not to interfere with,
hinder, or obstruct the raih�oad company in any manner whatsoever in the use or operation of its/their trains
or other proper-ty, Such opei•ations on raih•oad properties may require that Contractor to execute a"Right of
Entiy AgreemenY' with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each rai(road company and be prepared to execute
the right-of-ent�y (if any) required by a raih�oad company. The requirements speci�ed herein lil<ewise relate
to the Contractor's use of private and/oi• construction access roads crossing said raih�oad company's
properties.
The Contractual Liability coverage required by Paragraph 5,04D of the Genera) 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 worl< eross,
occupy, or touch railroad property:
(1) General Aggregate:
(2) Each Occu�1•ence:
_ 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 WbRTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMF.N"T'S
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-13)
01921
007300-4
SUI'PLEMENTARY COND[TIONS
Page 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
l. Where a single railroad company is involved, the Contractor shall p��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 or lines of the same
railroad company, separate coverage may be required, each in the amount stated above.
2. Where more than one raih�oad company is operating on the same right-of-way or where several. ,
railroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be requu-ed to provide separate insurance policies in the name of each railroad company.
3. Tf, 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 worlc 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, al) such other worl< may be covered in a single policy for that railroad, even though the work
may be at two or more separate locations.
No work or activities on a railroad company's property to be perfoi-med by the Contractor shall be
commenced until the Contractor has fw•nished the City with an original policy or policies of the insurance
for each railroad company named, as required above. All such insurance must be approved by the City and
each affected Raih�oad Company pr�ior to the Contractor's beginning work.
The insurance specified above must be can•ied until all Work to be perf'ormed 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 worl< performed in the railroad right-of-way.
Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
railroad company operating over tracl<s involved in the Project.
SC-6.04., �°Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6,07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes: SC-6.07, Heavy & Highway Construction Prevailing Wage Rates 2008
� R, �,. ,,.; n„ .,im �„ ��,. �-��--9�„ .,�,.in„ ..�„
J ��.
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Conta�act to be acquired by the Contractor;
For-t Worth City Street Use Pe��mit
SC-6.09B. "City obtained permits and licenses"
The foliowing are known permits and/or licenses required by the Conh•act 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 April 17,
2012: "None"
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-13)
01921
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
1
2
3
4
5
6
7
g
9
10
Il
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
Outstanding Permits and/or C,icenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCA'1'ION
"None"
TARGET DATE
OF POSSESSION
SC-7.02., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
Vendor -� Scope of Worlc Coordination Authority
��None" `�None" �`NOI1P."
SC-8.01, "Communications to Conh•actor"
Seefron 01 58 13: Tempora�y Projec( Signnge
Durrng corrstructio�r, hvo project srgns sltal! be provided for eaclr sU�eef trn�/er co�rsl��uclion
A/[ retrtoved i�iaferiaUrlebris must be Jtni�/etl off to a stritnble dtimpsite �vithi�r t/te saine dny
Conlractor s1ta11 saw-cut ctrrb & gtrlter and/or pavement prior to ren�oval
Contractor s1�a11 bnclrfill belrind tl�e cu�•fi, drn�eivtrys, sidervtrl/rs, ADA ramps nnd eic. withb� fi>>e days
from lhe date of cornp/etion
SC-9.01., "City's Project Representative"
The following firm is a consultant to the City responsible for construction management of this Project:
"None"
SG13.03C., "Tests and Inspections"
"None"
SC-16.OIC.1, "Methods and Procedures"
"None" _
�ND OF SECFI'ION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMF;NTS
Revised April 3,. 2012
HMAC SURFACE OVERLAY (2012-13)
01921
ot�ioo-t
SUMMARY OF WORK
Page I of 3
1
2
3 PART1- G�NERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
t2
SECTION O1 11 00
SUMMARY OF WORK
A. Section lncludes:
1. Summary of Worlc to be performed in accoedance with the Contract Doctul�ents
B. Deviations fi•om this City of Fort Worth Standaed Specification
1. None. � �
C. Related Speci�cation Sections inchrde, but are not necessarily limited to"
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- Ueneral Requirements
1.2 PRYCE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
l4 1. Work associated wiih this Item is considered subsidiaiy to the various items bid.
15 No separate payment will be a(lowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE R�QUIREMF,NTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
A. WorkCovered by Contract Documents
1. Worl< is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction pcoject as detailed in the Drawings and
Specifications.
B. Subsidia�y Work
l. Any and all Work specifica(ly governed by documentaiy 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 P►•oposa) and the item is
not a typical unit bid item included on the standard bid item (ist, then the itern shall
be considered as a subsidiaiy item of Work, the cost of which shall b�,included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only po��tions of the public streets and alleys, or othar public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCA'TION DOCUMI�NTS
Revised July l, 201 1
HMAC SURFACE OVERLAY (2012-13)
01921
O1 11 00-2
SUMMARY OF WORK
Page 2 of 3
1 a. A reasonable amount of tools, materials, and equipment for construction
2 pu�•poses may be stored in such space, but no more thai� is necessary to avoid
3 delay in the construction operations.
4 b. Excavated and waste materials sllall be stored in such a way as not to interfere
5 with the use of spaces that niay be designated to be left fi�ee and unobstructed
6 and so as not to inconvenience occupants of adjacent property.
7 c, If the street is occupied by railroad tracl<s, the Work shall be carried on in such
8 manner as not to interfere with the operation of the railroad. ---�--
9 1) All Woi•k shall be ir� accordance with railroad i•equirements set forth in
10 Division 0 as well as the railroad permit.
11
12
13
D. Worl< within Easements
I, Do not enter upon private property for any purpose without having previously
obtained permission fi•om the owner of such property.
14 2. Do not store eq�iipment or material on pi•ivate property unless and until the
15 specified approval of the property awner has been secured in writi�ig by tl�e
16 Contractor and a copy furnished to the City.
17 3. Unless specifically pr�ovided otherwise, cleai• all rights-of-way or easements of
18 obstructions which must be removed to malce possible proper pcosecution of the
19 Worlc as a part of the project construction operations,
20 4. Prese�ve and use eve�y precaution to prevent damage to, all h�ees, shrubbery, plants,
21 lawns, fences, culverts, curbing, and all other types of stcuctures or improvements,
22 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
23 appu��tenances thei•eof, including the construction of temporary fences and to all
24 other public or private pt•operty adjacent to the Worl<.
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
5, Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Worl<.
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
corpoi�ation, company; individual, or other, either as owners oc occupants,
whose land or interest in land might be affected by the Worlc.
_ c. Be 1•esponsible for all damage or injuiy to property of any character f•esulting
ft•om any act, omission, neglect, or misconduct in the manner or method or
execution of the Worlc, or at any time due to defective worl<, material, or
equipment.
Fe�ice
a, Restore all fences encountered and cemoved during construction of the Project
to the original or a bettec than original condition.
b. Erect tempora�y fencing in piace of the fencing removed whenever• the Worlc is
not in progi•ess and wl�en the site is vacated ovei•night, and/oi� at all times to
provide site secucity.
c, The cost for all fence worl< associated with easements, including removal,
temporaiy closures and replacement, shall be subsidiaiy to the vai•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 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
Ol 1100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT U�ED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED�
5 1.9 QUALITY ASSURANCE [NOT USI;D�
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDTTIONS [NOT USFD]
8 1.12 WAI2RANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
�I
12
13
END OF SECTTON
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFICATION DOCUNIENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
O1 31 19 - 1
PRGCONSTRUCTION MEETING
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
s�cc�rroN oi 31 i9
PRECONSTRUCTION MEETTNG
5 A. Section Includes:
6 1. P�•ovisions fo►• the preconstruction meeting to be held prior to the stai-t of Work to
7 clarify construction contract administcation proceduces
8 B, Deviations from this City of Fort Worth Standard Specification
9 l. 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 PRICE AND PAYMENT PROCrDURES
14 A. Measurement and Payment
IS 1. Worl< associated with this Item is considered subsidia�y to the various items bid.
16 No separate payment will be alfowed for this Item.
17 1.3 REFERENCES [NOT I1SED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A.
Coordination
1. Attend p►•econstruction ►neeti��g.
2. Representatives of Contractoi•, subcontracto►•s and supplie�-s attending meetings
shall be quali�ed and authorized to act on behalf of the entity each cepresents.
3. Meeting administered by City may be tape recorded.
a. Tf i•ecoj•ded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agi•eement and before Wocic is started.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative wil) preside at the meeting, prepa►'e the notes of the
meeting and distribute copies of same to all participants who so cequest by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shal) include:
a. Project Representative
b. Contractor's p�•oject manager �
c. Cont��actor's superintei�dent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH HMAC SURrACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMrNTS 01921
Revised July l, 201 I
01 31 19 - 2
PRECONSTRUCT[ON MEETING
Page 2 of 3
�
2
3
4
5
6
7
8
9
10
I1
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
e. Other City representatives
f. Others as appcopriate
4. Construction Schedule
a. Pi•epare baseline construction schedule in accoi•dance 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. Preliminaiy Agenda may include:
a. Int�•oduction of Project Personne)
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Worl< a�ld Change Order Procedures
j. Field Ordeis
k. Disposal Site Letter for Waste Material
l. lnsurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weel<end Worl< Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Ent�y Standards
u. Coordination with the City's representative fo�� operations of existing water
systems
v. Sto�•m Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y, Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd, Correspondence Routing
ee. Record Drawings
ff. Temporaiy constcuction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICA'TION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERI,AY (2012-13)
01921
O1 31 19-3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTYON SUBMTTTALS/INFORMATTONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMTTTALS [NOT US�DJ
5 1.9 QUALITY ASSUI2ANCE [NOT US�ll]
6 1.10 DELIVERY, STORAGE, AND HANDLTNG [NOT US�D]
7 111 FIELD [5ITE] CONDITIONS [NOT USED]
8 1.12 WARI2ANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED�
10 PART 3 - �XECUTION [NOT US�D]
�
m
rND OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIPICATfON DOCUM�NTS 01921
Revised July l, 2011
013120-1
PROJECT MEETINGS
Page 1 of 3
1
2
SECTION O1 31 20
PROJECT ME�TTNGS
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
il
12
13
14
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Worl< and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Speci�cation
1. None.
C. Related Speciiication Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Focros and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRIC� AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 l. Work associated with this Iter�� is considered subsidiaiy to the vai-ious items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USEDJ
19 1.4 ADMINISTRATIV� REQUIR�M�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 specifed, pei•iodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
sllall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those speci�ed in this Section, may be held when requested
by the City, Engi�leer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before constcuction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. P�•esent projected schedule, including construction start date
b. Answe�• 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 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
013120-2
PRO.IECT MEETINGS
Page 2 of 3
1
2
3
4
5
6
7
1. COilil'1Ci01'
b. Project Repi•esentative
c. Othec City cepresentatives
4. Meeting Schedule
a. Cn general, the neighbarhood meeting will occ�n� within the 2 weelcs following
the pre-constrtictian conference.
b. In no case will construction be allowed to begin until this meeting is held.
8 C. Pi-ogress Meetings .
9 l. Fo�•mal project coordination meetings will be held periodically. Meetings will be
10 scheduled and administered by Project Representative.
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional ineetings shall include, but not be limited to:
a. Coordinating shtrtdor�ns
b. Installation of piping and equipment
a Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all pa►-ticipants who so request by
fully completing the attendance form to be circulated at the beginiling of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or.the City may request
d. Engineer's representatives
e. City's representatives � �
f, Others, as requested by the Project Representative
5, Prelin�inary Agenda may include:
a. Review of Worlc progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede constcuction schedule
d. Review of off-site fabrication, de(ivery schedules
e. Review of construction interfacing 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 Worlc period
i. Coordination of schedules
j. Review submittal schedules
1<, Maintenance of quality standards .
I. Pending changes and substitutions
m. Review proposed changes for;
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n, Review Record Documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
013120-3
PROJECT MEETINGS
Page 3 of 3
1 0. Review monthly pay request -
2 p. Review status of Requests for Information
3 6. Meeting Schedule
4 a. P�•ogress meetings will be held periodically as determined by tl�e Project
5 Representative.
6 1) Additional meetings may be held at the request of tlle:
7 a) City
8 b) Engineer
9 c) Contractoj•
10 7, Meeting Location
11 a. The City will establish a meeting location.
12 1) To the extent practicable, meetings will be held at the Site.
13 1.5 SUBMITTALS [NOT USED]
14 1.6 ACTION SUBMITTALS/INFORMATTONAL STIBMITTALS [NOT USED]
15 1.7 CLOSEOUT SUBMITTALS [NOT i1SED]
16 1.8 MAINTENANCE MATERIAL SUBMI'TTALS [NOT US�D]
17 1.9 QUALITY ASSURANC� [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
19 l.11 FIELD [SIT�] CONDITTONS [NOT US�D)
20 1.12 WARI2ANTY [NOT USED]
21 PART 2- PRODUCTS [NOT US�D]
22 PART 3- EXECUTION [NOT US�D]
23
24
ENll OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
013216-I
CONS"PRUCTION PROGRGSS SCHEDULE
Page 1 of 5
1
2
3 PART1- G�N�RAL
4 1.1 SUMMARY
S�CTTON O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section Includes:
6 1. General i�equil•ements for the preparation, submittal, updating, status ceporting 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�DIJRES
16 A, Measurement and Payment
17 1, Work associated with this Item is considered subsidia�y to the various items bid.
18 No separate payment will_be allowed for this Item.
19 1.3 REF�RENCES
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. De�initions
1. Schedule Tieis
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal cequired by contract, but will require some
milestone dates. Small, bcief duration projects
c. Tier 3- Schedule submittal required by contract as desccibed in the
Speci�cation and herein. Majority of City projects, including all bond program
projects
d. Tier 4- Schedule submittal required by contract as desecibed in the
Speci�cation and herein. Large and/or complex projects with long dur•ations
1) Examples: large water pump station pi•oject and associated pipeline with
interconnection to another governmental entity
e. Tier 5- Schedule submittal required by contract as desci�ibed in the
Speci�cation and herein, La�ge and/or very complex projects with long
durations, high public visibility �
1) Examples might include a watec or wastewater treatment plant
2. Baseline Schedule - I�litial schedule submitted befoce worl< begins that will serve
as the baseline for measuring progress and departures fi•om the schedule.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPF,CIFTCATION DOCUMENTS 01921
Revised July 1, 2011
1
2
3
4
5
Ol 32 16 -2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
3. Progress Schedule - Monthly submitta) of a progress schedule documenting
progress on the project and any changes anticipated.
4. Schedule Narrative - Concise naf�rative of the schedule inchiding schedule
changes, expected delays, key schedule issties, cr�itical path items, etc
B. Reference Standards
6 1. City of Foi-t Worth Schedule Guidance Document
7 1.4 ADMINISTRATIV� REQUIRFMENTS
8
9
10
11
12
13
14
IS
16
17
A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fo��t Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized cepresentative (PT•oject Scheduler) responsible for
developing and updating the schedule and preparing reports.
18 B. Progcess Scf�edule
19 1. Update the pj•ogress Schedule monthly as ►•equi►•ed in the City of Fort Worth
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
22 3. Change Orde�s
23 a. Incorpoj-ate approved change o►•ders, resulting in a change of contract time, in
24 the baseline Schedule in accordance with City of Fort Worth Schedule
25 Guidance Document.
26 C. Responsibility foj• Schedule Compliance
27 1. Whenever it becomes appace�rt from the current progress Schedule and CPM Status
28 Report that de(ays 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 or all of the
30 following actions at no additional cost to the City
31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
32 outlining:
33 I) A written staternent 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 consh�uction manpower in such quantities and crafts as will
36 substantially eliminate the baciclag of work and return current Schedule to
37 meet projected baseline co�npletion dates
38 3) Increase the number of worlcing hours per shift, shifts per day, working
39 days per weel<, the amount of construction equipment, oi� any combination
40 of the foregoing, sufficiently to substantially eliminate the bacl<log of work
41 4) Reschedule activities to achieve maximum practical concurrency of
42 accomplishment of activities, and comply with the cevised schedule
CTT'Y OF FORT WORTH }{MAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION 3PEC1F1CATlON DOCUMFN'i'S 01921
Revised July l, 201 I
013216-3
CONSTftUCTION PROGRESS SCHEDULE
Page 3 of 5
1 2. If no written statement of the steps intended to tal<e is submitted whe�l so requested
2 by the City, the City may direct the Contractor to increase tl�e level of effort in
3 manpower (trades), eq�iipment and worl< schedule (overtime, weel<end and holiday
4 worlc, etc.) to be employed by the Conti•actor in oi•dei• to ramove or arrest tlle delay
5 to the critical path in the approved sehedule.
6 a. No additional cost foi• such woi•Ic will be considei•ed.
7 D. The Contract completion time will be adjusted only for causes specified in this
8 Contract.
9 a. Requests for an extension of any Contract completion date nu�st be
10 supplemented with the following:
11 1) Furnish j�istification and supporting evidence as the City may deem
12 necessary to determine whether the requested extension of time is entitled
13 under the provisions o�this Conh•act: �
14 a) The City wil1, after receipt of such justi�cation and suppoi-ting
IS evidence, mal<e findings offact and will advise the Contractor, in
16 writing thereof.
17 2) If the City �nds that the requested extension of time is entitled, the City's
18 determination as to the total number of days allowed for the eYtensions
19 shall be based upon the approved total baseline schedtrfe and on all data
20 relevant to the extension.
21 a) Such data shall be inclt�ded in the next updating of the Progress
22 sched�ile.
23 b) Actual delays in activities which, according to the Baseline schedule,
24 do not affect any Contcact completion date sl�own by the critical path in
25 the network will not be the basis foi� a change therein,
2t5 ..
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
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 ►•equested but
before the date of �nal payment under this Cont�•act.
a. No titne exte�lsion will be granted for requests which are not submitted within
the foregoing time limit.
b. Fi•om time to time, it may be necessary for the Contract schedule oi• completion
time to be adjusted by the City to reflect the effects of job co�lditions, weather,
technical dif�culties, stril<es, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time eYtensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
worl< or Contract completion time to reflect the changed conditions and the
Contt�actor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavaidable overa(1 contract time
eYte�lsions beyond the actual completion of unaffected work, in which
case the Contractor shall tal<e all possible action to minimize a�7y time
e;ctension 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 tlle latest �nish date
of a chain of activities on the Baseline Schedule,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 1
HMAC SURFACE OVERLAY (2012-13)
01921
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Ol 32 16 -4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
a. Float oi• slacl< time is not for the exch�sive use or benefit of either the
Contractor or the City.
b. Proceed ��ith worlc according to early start dates, and the City shall have the
right to reserve and appo��tion float time according to the needs of the project.
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will �lot have any effect upon contract completion times,
p��oviding that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Wher�e woi•1< is to be performed under this Conti�act cor�curcently with or contingent
upon work performed on the same facilities or area unde�• other contracts, the
Baseline Schedule shall be coo►•dinated with the sclledules of tlie othei• contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and mal<e the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of differer�t contractors, the City will
determine the work priority of each contractor and the sequence of work necessaiy
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any worlc due to such circumstances shall not be
considered as justification for claims for additional compensation.
22 1.5 SUBMITTALS
23
24
25
26
27
28
29
A. Baseline Schedule
1. Submit Schedute in native �le format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit dcaft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf foi•mat as required in the
32 City of Fort Worth Schedule Guidance Document.
33 2. Submit progress Schedule monthly no later than the last day of the month.
34 C. Schedule Narrative
35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
36 Schedule Guidance Document.
37 2. Submit schedule narrative monthly no later than the last day of the month.
38
39
40
41
42
43
D. Submittal Process
l. The City administe��s and manages schedules through Buzzsaw.
2. Contractor shall submit documents as cequired in the City of Fort Worth Schedule
Guidance Document.
3. Once the pcoject has been completed and Final Acceptance has been issued by the
City, no further progress schedules are required.
CITY OF FOBT WORTH
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS
Revised July I , 2011
HMAC SURFACE OVGRLAY (2012-13)
01921
Ol 32 (6 - 5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTAI.S [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MAT�RIAL SUI3MITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
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 Speci�cation shall be pi•epared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care foc the construction industry for similar pcojects,
I 1 1.10 DELIV�RY, STORAG�, AND HANDLING [NOT US�D]
12 1.11 FIELD [SITE] CONDITIONS [NOT I1SED]
t3 1.12 WARRANTY [NOT USEDJ
14 PART 2- PRODUCTS [NOT USCD)
15 PART 3 - �X�CUTION [NOT US�D]
m
17
END OF SECTION
� Revision Log
DATE NAME SUMMARY OF CNANGE
18
CITY OF FORT WORTH 1 iMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTtON SPECIPICATION DOCUMENTS 01921
Revised July 1, 2011
013233-1
NRECONS"PRUCTION VIDEO
Page 1 of 2
1
2
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
S�CTTON 01 32 33
PRECONSTRUCTION VIDEO
1.1 SUMMARY
A. Section Tncludes:
1. Administr•ative and procedural cequirements for:
a. Preconstruction Videos
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. Measm•ement and Payme��t �
1. Wark associated with this Item is considet�ed subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED�
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alig�lment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED)
1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTALS (NOT USED]
1.7 CLOSEOUT STJBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
1.9 QUALITY ASSURANCE [NO'T USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDTTIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WOR'TH HMAC SURFACG OVERLAY (2012-13)
STANDARD CONSTRUCTION SPEC1FiCATION DOC:UMENTS 01921
Revised July 1, 2011
01 32 33 - 2
NRECONSTRUCTION VIDEO
Page 2 of 2
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 �ND OF SECTION
Revision I,og
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIrICATION DOCUMENTS 01921
Revised July l, 201 I
014523-1
TESTING AND INSPECTION S�RVICES
Page 1 of 2
1
2
SECTION O1 45 23
TESTING AND INSPECTTON SERVICES
3 PARTI- G�N�RAL
4 1.1 SUMMARY
5 A. Section Tncludes:
6 l. Testing and inspection services procedures and cooi•dination
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Conti•act Farms and Conditions of the Contract
I 1 2. Division I— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Worl< associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allo�ved for this Ttem.
16 a. Contractor is i•esponsible for performing, coordinating, and payment of all
17 Qualiry Control testing.
18 b, City is responsible for perfoi-ming and payment for first set of Quality
19 Assurance testing.
20 1) If the �rst Quality Assurance test performed by the City fails, the
21 Contractor is cesponsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until al( required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFER�NCES [NOT USED]
26 1.4 ADMINISTRATTVE REQUIREMENTS
27
28
29
30
31
32
33
34
35
36
37
38
A. Testing
1, Complete testing in accoi•dance with the Contract Documents,
2. Coordination
a. When testing is required to be pe�•formed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be pe►•formed.
3. Distribution of Testing Reports
a. Electeonic Distribution
1) Confirm development of Project dij•ectory for electronic submittals to be
uploaded to City's Buzzsaw site, or anoiher external FTP site approved by
the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
[L':
►�Li
F.�I
014523-2
TESTING AND 1NSPECTION SERVICES
Page 2 of 2
2) Upload test repo�-ts to designated project directoiy and notify appt•op��iate
City represen�atives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals sirbmitted to the Project Representative
b. Hacd Copy Distribution (if �•equired in lieu of e(ectronic distribution)
1) Tests perfor�l�ed by City
a) Distribute l ha►•d copy to the Contcactor
2) Tests performed by the Contracto�•
a) Distribirte 3 hard copies to City's Pcoject Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material i»cl��ding the following i»fbrmation:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
L Inspection or lacic of inspection does not relieve the Contractor firom obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT US�D)
1.6 ACTION SUBMITTALS/INFORMATiONAL SUBMITTALS [NOT USED)
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USEDJ
22 1.9 QUALI'TY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
24 1.11 FIELD [SITE] CONDITIONS [NOT US�D)
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT US�ll]
27 PART 3 - �XECUTION [NOT USL+'D)
28
F�7
�ND OF SECTION
CZevision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT(ON DOCUMENTS
Revised July l, 201 I
HMAC SUIZFACE OVERLAY (2012-13)
01921
ois000-i
TEMPORARY FACILITIES AND CONTROLS
Page I of 4
1
2
SECTION pl 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PARTl- GENERAL
4 l.l SUMMARY
S
6
7
8
9
10
11
12
13
14
15
16
17
18 1.2
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporaiy utilities
b. Sanitaiy facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Speciiication Sections include, but are not necessarily limited to:
1, Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiaiy to the various Items bid.
21 No separate payment will be allowed for this Ttem.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTR.ATIVE REQUIREM�NTS
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
A. Temporary Utilities
1. Obtaining Tempora�y Service
a. Make arrangements with utility seivice companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdietion.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessa�y for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
perfor•med and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
a Coordination
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City 1 week before water for construction is desired
2 d, Contractor 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 sei•vice as requii•ed for Work, including
7 testing of Work,
8 1) Provide power for lighting, operation of equipment, or other use.
9 b. Electric powet� service includes temporaiy powei• service or generator to
10 �naintain operations during scheduled shutdown,
11 4. Telephone
12 a. Provide emeegency telephone sei•vice at Site for use by Contractor personnel
13 and otheis performing work or furnishing services at Site.
14 5. Temporaiy Heat and Ventilation
15 a. Provide temporaiy heat as necessaiy for protection or completion of Work,
16 b. Provide temporaiy heat and ventilation to assur•e safe working conditions.
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
B, Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of l�ealth.
2. Enforce use of sanita�y facilities by construction pet•sonnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed fi•om 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 Worlc Site and keep clean and maintained throughout Pr•oject.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watei�tigl�t, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage,
2. Storags of materials not susceptible to weather damage may be on blocks off
ground.
3, Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, aud provide elect��ical service for
equipment space heaters and heating or ventilation as necessaj•y to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporaiy structures to provide drainage away from
temporaiy and existing buildings.
6. Remove building fi�om site prior to Final Acceptance.
43 D. Temporary Fencing
44 1. Provide and maintain for the duration or const��uction when required in conh•act
45 documents
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July I, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
O1 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
E. Dust Con�rol
1. Contractor is responsible for uiaintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely mamler
F. Tempora�y Protection of Construction
1. Contractor or subcontractois are responsible for protecting Work from damage due
to weather.
1.5 5UBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPA�2ATION (NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for dut•ation of construction activities as needed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
O15000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR] / [RESTORATION]
2 3.6 RE-INSTALLATION
3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NpT USED]
S 3.9 ADJUSTING [NOT USED]
6 3.10 CL�ANING [NOT USED] _
7 3.11 CLOS�OUT ACTIVITIES
8 A. Temporaiy Facilities
9 1. Remove all temporary facilities and restore area after completion of the Work, to a
10 condition equal to or better than prior to start of Work,
i l 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14
�
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[C'�
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 01921
Revised Ju1y 1, 2011
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1
2
SECTION O1 SS 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
� PART1- GENERAL
4 1.1 SUMMARY
5
4
7
8
9
1p
11
12
13
14
15
16
A. Section Includes:
1. Administrative procedures foc:
a. Street Use Permit
b. Modification of approved traffc control
c. Removal of Street Signs
B. Deviations fi•am 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 Cont��act
2. Division 1— General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROGEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiaiy to the various Items bid.
19 No separate payment will be allowed for this Item.
2p 1.3 REFERENCES
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
A. Reference Standards
1. Reference standards cited in this specification refer to the cui•rent reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically ciied.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13, and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit '
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
015526-2
STREET USE PERMIT AND MODIPICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
a. To obtain Street Use Permit, submit Traf�c Control Plans to City
Transportation and Public Works Depat-tment.
1) Allow a minimum pf 5 working days for permit review.
2) Contractor's responsibility to coordinate ceview of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traf�c Control
1. Prior to installation traffic control;
a. Submit revised traffic control plans to City Department Transportation and
Public Works Depat�tment.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Conh�ol,
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
14 D, Removal of Street Sign
15 1. If it is determined that a street sign must be removed for construction, then contact
16 City Transportation and Pt�blic Works Department, Signs and Markings Division to
17 remove the sign.
18
19
20
21
22
23
24
25
26
27
E. Temporaiy Signage
1. In the case of regulatoiy signs, replace permanent sign with temporaiy sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
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. Traf�c Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
;
�
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT US�D]
2 1.6 ACTION SUBMITTALS/INI+ORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT USEDJ
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
13
�
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
015813-1
TEMPOItAIZY PROJECT SIGNAGE
Page 1 of 3
1
2
3 PART1- G�NERAL
4 1.1 SUMMARY
SECTION O1 58 13
TEMPORARY PROJE�T SIGNAGE
5 A. Section Includes;
6 1, Temporaiy Project Signage Requirements
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Speci�cation Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2, Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Woi•k associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUII2EM�NTS [NOT USED]
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLQS�OUT SUBMITTALS [NOT USED]
21 1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT US�D]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STOR.AGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED [oa] 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 (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
Ol 58 13 -2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
B, Materials
1. Sign
a. Gonsh•ucted of'/a-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USEDJ
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED)
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NQT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLQSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED)
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
015813-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised�July I, 2011
O16000-1
PRODUCT REQUIREMENTS
Page 1 of 2
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 60 00
PRODUCT REQUIREMENTS
5 A. Section Includes:
6 1. A listing of the approved products for use in the City
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 1. None,
9 C. Related Speci�cation Sections include, but are not necessarily limited to;
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1,4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is attached to this Section.
16 B. Only products speci�cally included on City's Standard Product List in these Contract
17 Documents shall be allowed for use on the Project.
18 1, Any subsequently approved products will only be allowed for use upon specifc
19 ' approval by the City.
20 C. Any specific product requirements in the Contract Documents supersede similar
21 products included on the City's Standard Product List.
22 L The City reserves the right to not allow products to be used for certain projects even
23 though the product is listed on the City's Standard Product List,
24 D. Although a specifc product is included on City's Standard Product List, not all
25 products fi•om that manufacturer are approved for use, including but not limited to, that
26 manufacturer's standard product.
27 E, See Section O1 33 00 for submittal requir�ements of Product Data included on City's
28 Standard Product List.
29 1.5 SUBMITTALS [NOT USED]
30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
31
32
33
34
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
1 l.11 FI�LD [SITE] CONDITIONS [NOT USED]
2 1.12 WARIZANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT US�D]
5 END OF SECTION
Revision Log
DATE NAME SiJMMARY OF CHANGE
7
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
017123-1
CONSTRUCTION STAKING
Page 1 of 3
�
3 PART1- GEN�RAL
4 1.1 SUMMARY
SECTION 01 71 23
CONSTRUCTION STAKING
5 A. Section includes:
6 1. Requirements for construction staking,
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 1. None,
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Rec{uirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRIC� AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
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 Conh�actor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
b. Contractor is responsible for preserving and maintaining stakes furnished by
City.
a 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 Cont�•actor will be required to pay
the City for new staking with a 25 percent markup.
1) The cost for staking will be deducted from 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 prior to delivety.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
017423-1
CLEANING
Page 1 of 4
1
2
3 PART1- GEN�RAL
4 l.l SUMMARY
5
6
7
8
9
10
11
12
13
14
SECTION O1 74 23
CLEANING
A. Section Includes:
1. Intermediate and final cleaning for Work 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 Specification Sections include, but ac•e not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2, Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRIC� AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work 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 REFER�NCES [NOT USED)
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A, Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces,
23 2. Schedule final cleaning upon completion of Worlc and immediately pr�ior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLpSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July I, 2011
01 74 23 - 2
CLEANING
Page 2 of 4
1 l.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY (NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and tuicontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1, Prevent accumulation of wastes that ci•eate hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatoiy agencies.
C1TY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
01 74 23 - 3
CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manner witl� as few handlings as possible.
2 7. Tl�oroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporar•y construction and activities incidental to constiuction
5 of required permanent Work,
6 9, If project is not cleaned to the satisfaction of the City, the City t�eseives the right to
7 have the cleaning completed at the expense of the Contractoj•,
8 10, Do not burn on-site.
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
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder I�ealtl�, safety or convenience of
persormel in existing facility opei•atious,
2. At maximum weel<ly intervals, dispose of waste materials, debris and rubbish.
3. Con�ne construction debris daily in sh•ategically located container(s):
a. Covei� to prevent blowing by wind
b. Store debris away fi�om construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas wl�en ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance,
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerpj•ints, labels and other
foreign materials from sight-exposed sui•faces.
2. Wipe all lighting fixture reflectois, lenses, lamps and h•ims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine,
5. Ventilating systems
a. Clean permanent filter•s and ceplace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area flooi•s.
8. Mop office and conh�ol 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 rocl<s, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traf�c along the roadway.
3. Clean any interior ai•eas including, but not limited to, vaults, manholes, structur•es,
junction boxes and inlets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
1
2
3
4
5
6
7
8
9
10
O I 74 23 - 4
CLEANING
Page 4 of 4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control fi�om site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
01 77 19 - 1
CLOSEOUT REQUIREMENTS
Page 1 of 3
1
2
3 PARTl- GEN�RAL
SECTION Ol 77 19
CLOSEOUT REQUIREMENTS
4 1.1 SUMMARY
5 A. Section Includes:
6' 1, The procedui•e foc closing out a contract
7 B. Deviations from this City of Fot�t Wortl� Standard Specification
8 L Nane.
9
10
11
12 1.2
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiaiy to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 R�FERENCES [NOT USED]
17 1.4 ADMINISTRATIVE It�QUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certi�cates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactoiy evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A, Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 01921
Revised July 1, 2011
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTAI.LERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PRQCEDURE
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 final 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 de�ciencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessoiy 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. Lightbulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
01 77 19 - 3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 3.5
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USEDJ
3.12 PROT�CTION [NOT USED)
3.13 MAINTENANC� [NOT USED]
3.14 ATTACHMENTS [NOT USED]
19 3.6 RE-INSTALLATION (NOT USED]
20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT US�D]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23
24
25
26
27
28
29
D, Notice of Project Completion
1. Once the City Pi•oject Representative finds the Work subsequent to Final Inspection
to be satisfactoiy, the City will issue a Notice of Project Completion (Green Sheet).
E. Suppoi�ting Documentation
1. Coordinate with the City Project Rep�•esentative to complete the following
additional forms;
a. Final Payment Request
b, Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e, Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issua Letter of
Final Acceptance and release the Final Payment Request for payment.
REPAIR / RESTORATION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
fcI17
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
O1 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 5
,
i
1
2
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
SECTION O1 78 39
FROJECT RECORD DOCUMENTS
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the pi•oject and recording chauges to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
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
1. Work associated with this Item is considered subsidiary to the va1•ious Items bid.
No separate payment will be allowed for this Item.
1.3 R�FERENCES [NOT USEDJ
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 Speci�cations and each sheet of Drawings and
other pocuments wl�ere such ent�y is required to show the change properly,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECTFICATIpN DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 5
1
2
3
4
5
6
7
8
�
10
I1
12
13
14
1S
16
17
18
19
2. Accuracy of records shall be such that firture searches for items shown iu the
Contract Documents may rely reasonably on information obtained fi�om the
approved Project Record Documents.
3. To facilitate accuracy of records, mal<e entries within 24 hours after i•eceipt of
information that the change has occurred,
4, Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Worlc to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAG� AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected fi•om deterioration
and from loss and damage until completion of the Woi•k and transfet• of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessaty to again secure the data
to the City's approval,
a. In such case, provide replacements to the standai•ds originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIQNS [NOT USED]
1.12 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
21
22
2.1 OWN�R-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT US�D]
2.2 RECORD DOCUMENTS
23 A, Job set
24 1. Promptly following receipt of the Notice to Proceed, secure from 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 Worlc and prior to Final Inspection, provide
28 the City 1 complete set of all Final Recor•d Drawings in the Contract.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
O17839-3
PROJECT RECORD DOCUMENTS
Page 3 of 5
1
2
2.3 ACCESSORIES [NOT USED)
2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EX�CUTION
4 3.1 INSTALLERS [NOT USED]
- 5
0
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
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE llOCUMENTS
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. Preseivation
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 enhy of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work,
3. Coordination with Construction Survey
a. At a minimum, in accordance with the intervals set forth in Section O1 71 23,
clearly inark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents,
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. In tlle event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the D�•awings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings,
b, Show on the job set of Recot•d Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
1'7
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
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 tlle lilce).
3) Malce all identi�cation sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requii•ements for conveision of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a, Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the cllanges as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
a Call attention to each entty by drawing a"cloud" around the area or areas
afFected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents,
b. If any such Document is not so appi•oved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CQNTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED)
3.11 CLOSEOUT ACTNITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
1
017839-5
PROJECT RECORD DOCUMENTS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
oaa� �s-i
PAVING REMOVAL
Page 1 of 6
1
2
3 PART1- GEN�RAL
4 1.1 SUMMARY
S
6
7
8
9
10
11
12
13
14
15
16
17
18
SECTION 02 41 15
PAVING REMOVAL
A. Section Includes
1, Removing concrete paving, asphalt paving and bricic paving.
2. Removing concrete curb and gutter.
3. Removing concrete valley gutter,
4, Milling roadway paving,
5. Pulverization of existing pavement.
6. Disposal of removed materials.
B, Deviations from City of Fort Woi�th Standards
1. None
C. Related Specification Sections include but are not necessarily limited to
1, Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements
3. Section 32 11 33 - Cement Treated Base Course
19 1.2 PRICE AND PAYMENT PROCEDURES
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
1. Measurement
a. Remove Concrete Paving: measure by the square yard from back-to-back of
curbs,
b. Remove Asphalt Paving; measuj�e by the square yard between the lips of
guttej•s.
c. Remove Bricic Paving: measure by tlie square yaj•d.
d. Remove Concrete Curb and Gutter: measure by tlle linear foot.
e. Rernove Conci•ete Valley Gutter; measure by the square yard
f. Wedge Milling: measui•e by the square yard for varying thickness.
g. Surface Milling: measure by the square yard for valying thickness.
h, Butt Milling: measured by the linear foot.
i. Pavement Pulverization: measure by the square yard.
j. Remove Speed Cushion; measure by each.
2. Payment
a. Remove Concrete Paving: full cornpensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute work.
b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
disposal, tools, equipment, labor and incidentals needed to execute work,
c, Remove Bl•ick Paving: full compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipment, labor and incidentals needed to
execute work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised Ju1y 1, 20ll
02�I1 15-2
PAVING REMOVAL
Page 2 of 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
l5
16
17
18
19
20
21
22
23
24
25
26
27
d. Remove Concrete Curb and Gutter; full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work,
e. Remove Concrete Valley Gutter: fiill compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
f. Wedge Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
g. Surface Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the worlc.
h. Butt Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
i. Pavement Pulverization: full compensation for all labor, material, equipment,
tools and incidentals necessary to pulverize, remove and store the pulvej•ized
material, undercut the base, mixing, compaction, haul off, sweep, and dispose
of the undercut material.
j. Remove speed cushion: full compensation for removal, hauling, disposal,
tools, equipment, labor, and incidentals needed to execute the work,
k. No payment for saw cutting of pavernent or curbs and gutters will be made
under this section. Include cost of such worlc in unit prices for items listed in
bid form requiring saw cutting,
1. No payment will be made for work outside maximum payment limits indicated
on plans, or for pavements or structures removed for CONTRACTpR'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-lbf/ft3 (6001cN-mhn3))
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (20I2-13)
01921
02 41 15 - 3
PAVING REMOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT US�D]
2 1.5 SUBMITTALS [NOT USED]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4
5
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE [NOT USED]
7 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT US�D]
10
11
12
13
14
15
16
17
18
19
20
21
PART 2 - PRODUCTS
2.1 OWN�R-FURNISHED PRODUCTS [NOT USED]
2.2 EQUIPMENT [NOT USED]
2.3 ACCESSORIES [NQT US�D]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EX�CUTION
3.1 EXAMINATION [NOT USED]
3.2
3.3
INSTALLERS [NOT USEDJ
PREPARATION
A. General:
1. Mark paving removal limits for City approval prior to beginning removal.
2. Identify known utilities below grade - Stake and f7ag locations.
PAV�MENT REMOVAL
A. General.
l, Exercise caution to minimize damage to undeiground utilities.
2, Minimize amount of eai�th removed,
3, Remove paving to neatly sawed joints.
4, Use care to pi•event fracturing adjacent, existing pavement.
22 3.4
23
24
25
26
27
28
29
30
31
32
33
34
35
B. Sawing
1. Sawing Equipment.
a. Power-driven.
b. Manufactured for the purpose of sawing pavement.
c. In good operating condition.
d. Shall not spall or fracture the pavement stiucture adjacent to the removal area,
2. Sawcut perpendicular to the surface to full pavement depth, parallel and
perpendicular to existing joint.
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
024115-4
PAVING REMOVAL
Page 4 of 6
1
2
3
4
5
6
7
8
9
3. Sawcut parallel to the original sawcut in square or rectangular fashion,
4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, sav,�
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, sn•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 nea�•est expansion joint or vei�tical 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.
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
E. Remove Asphalt Paving
1. Sawcut: See 3,4.B.
2. Remove pavement without disturbing the base materiaL
3. When shown on the plans or as directed, stockpile materials designated as
salvageable at designated sites.
4. Prepare stockpile area by removing vegetation and trash and by providing for
proper drainage.
F. Milling
1. General:
a. Mill surfaces to the depth shown in the plans or as directed.
b. Do not damage or disfigure adjacent work or existing surface improvements.
c. If milling exposes smooth underlying pavement surfaces, mill the smooth
surface to make rough.
d. Provide safe temporary transition where vehicles or pedestrians must pass over
the milled edges.
e. Remove excess material and clean milled surfaces.
f. Stockpiling of planed rnaterial will not be pei•mitted within the right of way
unless approved by the City.
g. If the existing base is brick and cannot be milled, remove a 5 foot width of the
existing brick base. See 3.3.G. for brick paving removal.
2. Milling Equipment
a, Power operated milling machine capable of removing, in one pass or two
passes, the necessary pavement thickness in a five-foot minimum width.
b. Self-propelled with sufficient power, traction and stability to maintain accurate
depth of cut and slope.
c, Eauipped with an integral loading and reclaiming means to immediately
remove material cut from the surface of the roadway and discharge the cuttings
into a truck, all in one operation.
d. Equipped with means to control dust created by the cutting action.
e. Equipped with a manual system providing for taniformly 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 HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 201 I
024115-5
PAVING REMOVAL
Page 5 of 6
1
2
3
4
5
6
.�
8
9
10
11
.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
42
43
44
45
46
47
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 bi•ick 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 worlcmanship with a uniform
textured appearance,
d. In all situations where the existing H.M.A.C. surface contacts the curb face, the
wedge milling includes the removal of the existing asphalt covering the gutter
up to and along the face of curb,
e. Perform wedge or surface milling operation in a continuous manner along both
sides of the street or as directed.
4. Butt Joint Milling
a. Mill butt joints into the existing surface, in association with the wedge milling
operation.
b. Butt joint will pt•ovide a full width transition section and a constant depth at the
point where the new overlay is terminated. �
c. Typical locations for butt joints are at all beginning and ending points of streets
where paving material is removed. Prior to the milling of the butt joints,
consult with the City for proper location and limits of these joints.
d. Butt Milled joints are required on both sides of all raih�oad ti•acks and concrete
valley gutters, bridge decks and culverts and all other items which transve�se
the street and end the continuity of the asphalt surface.
e. Make each butt joint 20 feet long and milled out across the full width of the
street section to a tapered depth of 2 inch.
f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
line adjacent to the beginning and ending points or intermediate transverse
items.
g, Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
over the bump.
G. Remove Brick Paving
1. Remove masonry paving units to the limits specified in the plans or as directed by
the City.
2. Salvage existing bricks for re-use, clean, palletize, and deliver to the City Stock pile
yard at 3300 Yuma Street or as directed. �
H, Pavement Pulverization
1. Pulverization
a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33,
b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
base 2 inches.
c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface,
2. Cement Application
a. Use 3.5% Portland cement.
b. See Section 32 11 33.
CTI'Y OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
024115-6
PAV[NG REMOVAL
Page 6 of 6
3. Mixing: see Section 32 11 33.
4. Compaction: see Section 32 11 33,
5. Finishing: see Section 32 l l 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. Putverize 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 REPAIR [NQT USED]
3.6 R.E-INSTALLATION [NOT USEDJ
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USEDJ
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED] ,
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED)
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
312316-I
UNCLASSIFIED EXCAVATION
Page I of 4
2
SECTION 31 23 16
UNCLASSIFIED EXCAVATION
3 PARTI- GENERAL
4 1.1 SUMMARY
5 A, Section Includes;
6
�
8
9
10
11
12
13
14
15
Excavate areas as shown on the Drawings or as directed. Removal of materials
encountered to the lines, grades, and typical sections shown on tlle Drawings and
removal from site. Excavations may include construction of
a. Roadways
b. Drainage Channels
c. Site Excavation
d. Excavation for Structures
e. Or any other operation evolving the excavation of on-site materials.
B. Deviations fi•om this City of Fort Worth Standard Specification
1, None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1— General Requirements
19 3, Section 31 24 00 — Embankments
20 1.2 PRIC� AND PAYM�NT PROCEDURES
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
1. Measurement
a. Measurement for this Item shall be by the cubic yard in its �nal position using
the average end ar�ea method. Limits of ineasurement is shown on the Drawings
b. When measured by the cubic yard in its final position, this is a plans quantity
measurement Item. The quantity to be paid is the quantity shown in the
proposal, unless modified by Article 11.04 of the General Conditions,
Additional measurements or calculations will be made if adjustments of
quantities are t�equired.
2. Payment
a. The work performed and materials furnished in accordance with this Item and
measured as provided under "Measurement" will be paid for at the unit price
bid per cubic yard of "Unclassified Excavation". No additional compensation
will be allowed for rocic or shrinkage or swell factors as these are the
Contr•actor's responsibility.
3. The price bid shall include;
a. Excavation
b, Excavation Safety
c. Drying
d, Dust Control
e. Reworking or replacing the over excavated material in rock cuts
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
0192!
312316-2
UNCLASSIFIED EXCAVA"t'ION
Page 2 of 4
1
2
3
4
5 1.3
6
7
8
9
10
11
£ Hauling
g, Disposal of excess material not used elsewhere onsite
h. Scarification '
i, Clean-up
REFERENCES [NOT USED]
A. Definitions
1. Unclassiiied Excavation — Without regard to materials, all excavations shall be
considered unclassified and shall include all materials excavated. Any reference to
Rock or other materials on the Drawings or in the specifications is solely for the
City and the Contractor's information and is not to be taken as a classi�cation of
the excavatioii.
12 1.4 ADMINSTR.ATYVE REQUIREMENTS
13 A, The Contractor will provide the City with a Disposal Letter in accordance to Division
14 O1.
15 1.5 SUBMITTALS [NOT USED]
16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17 1.7 CLOSEOUT SUBMITTALS [NOT USED]
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for making all excavations in a safe
22 manner.
23 2. All excavation and related sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26
27
28
29
30
31
32
33
34
35
36
37
38
39
A. Storage
1. Within Existing Rights-of-Way (ROW)
a. Soil may be stored within existing ROW, easements or temporary construction
easements, unless specifically disallowed in the Contract Documents,
b. Do not block drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. When the Work is performed in active traf�c areas, store materials only in
areas barricaded as provided in the traffic control plans.
e. In non-paved areas, do not store material on the root zone of any trees or in
landscaped areas.
2. Designated Storage Areas
a. If the Contract Documents do not allow the storage of spoils within the ROW,
easement or temporary construction easement, then secure and maintain an
adequate storage location.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
31 23 16 - 3
UNCLASSIFIED EXCAVATTON
Page 3 of 4
1
2
3
4
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provide erosion contcol in accordance with Section 31 25 00.
d. Do not block dr�ainage ways.
5 1.11 FIELD CONDITIONS
6
7
8
9
10
11
m
A. Existing Conditions
1. Any data which has been or may be provided on subsurface conditions is not
intended as a representation or warranty of accuracy or continuity between soils, It
is expressly understood that neither the City nor the Engineer will be responsible
for interpretations or conclusions drawn the►•e fi�om by the Contractor,
2, Data is made available for the convenience of the Contractor,
1.12 WARI2ANTY [NOT USED]
13 PART 2- PRODUCTS [NOT USED]
14 2.1 OWNER-FURNISHED [NOT USED]
15
16
17
18
19
2.2 PRODUCT TYP�S AND MATERIALS
A. Materials
1. Unacceptable Fill Material
a. In-situ soils classified as MI,, MH, PT, OL or OH in accordance with ASTM
D2487
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 CONSTRUCTION
25 A. Accept ownership of unsuitable or excess material and dispose of material off-site
26 accordance with local, state, and federal regulations at locations.
2'7 B. Excavations shall be performed in the dry, and kept fr•ee from water, snow and ice
28 during construction with eh exception of water that is applied for dust control.
29 C. Separate Unacceptable Fill Material from other materials, remove from the Site and
30 properly dispose according to disposal plan.
31 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
32 proposed or existing structures.
33 E, Correct any damage to the subgrade caused by weather, at no additional cost to the
34 City.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 01921
Revised July 1, 201 I
31 23 16-4
UNCLASSIFIED EXCAVATION
Page 4 of 4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
F. Shape slopes to avoid loosening material below or outside the proposed grades.
Remove and dispose of slides as directed.
G. Rock Cuts
1. Excavate to finish grades.
2. In the event of over excavation due to contractor error below the lines and grades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
H. Earth Cuts
1. Excavate to finish subgrade
2. Tn the event of over excavation due to contractor erro�• below the lines and grades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
3. Manipulate and compact subgrade in accordance with Section 31 24 00.
3.5 REPAIR [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
19 A. Subgrade Tolerances
20 1. Excavate to within 0.1 foot in all directions,
21 2. In areas of over excavation, Contractor provides fill material approved by the City
22 at no expense to the City.
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USEDj
27 3.12 PROTECTTON [NOT USEDJ
28 3.13 MAINTENANCE [NOT USED]
29 3.14 ATTACHMENTS [NOT USED]
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 01921
Revised July 1, 2011
321123-1
FLEXIBLE BASE COURSES
Page ( of 7
�
3 PART1- GENERAL
4 l.l SUMMARY
SECTION 32 11 23
FLEXIBLE BASE COURSES
5 A. Section Includes
6 1. Foundation course for sui•face course or for other base com�se composed of flexible
7 base constructed in one or more courses in conformity with the typical section,
8 B, Deviations from City of Fort Worth Standards
9 1. None
10 C. Related Specification Sections include but are not necessarily limited to
11 l. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
12 Contract
13 2. Division 1— General Requirements
14 1.2 PRTCE AND PAYMENT PROCEDURES
IS
16
17
18
19
20
21
22
23
24
25
26
27 1.3
28
29
30
31
32
33
34
35
36
37
38
39
40
A, Measurement and Payment
1. Measurement: measw•ed by the square yard of the requit�ed depth per plan of
completed flexible base course by type and gradation.
2. Payment: based qn the work performed and materials placed and includes full
compensation for;
a, preparation and con•ection of subgrade
b. fur•nishing of material
c. hauling
d, blading
e. sprinkling
f. compacting
g. and furnishing all labor and equipment necessary to complete the worlc.
REFERENCES
A. Definitions
1. RAP — Recycled Asphalt Pavement,
B. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. ASTM International (ASTM):
a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3))
3. Texas Department of'T'ransportation (TXDOT):
a. Tex-104-E, Determining Liquid Limits of Soils
b. Tex-106-E, Calculating the Plasticity Index of Soils
a Tex-107-E, Determining the Bat• Linear Shrinkage of Soils
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 01921
Revised July 1, 201 I
321123-2
FLEXIBLE BASE COURSES
Page 2 of 7
1 d. Tex-110-E, Particle Size Analysis of Soils
2 e. Tex-116-E, Ball Mill Method for Detei•mining the Disintegration of Flexible
3 Base Material
4 f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials
5 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium
6 Sulfate
7 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate
8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
9 1.5 ACTION SUBMITTALS [NOT USED]
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
i l 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
15 l.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
PART 2 - PRODUCTS [NOT USEDJ
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS
A. General
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Obtain materials from approved sources.
3, Notify City of changes to material sources.
4. The City may sample and test project materials at any time before compaction
throughout the duration of the project to assure specification compliance.
B. Aggregate
1. Furnish aggregate of the type and grade shown on the plans and conforming to the
requirements of Table 1.
2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and
wet ball mill for the grade speciited.
3. Do not use additives such as but not limited to lime, cement, or fly ash to modify
aggregates to meet the requirements of Table 1, unless shown on the plans.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321123-3
FLEXIBLE BASE COURSES
Page 3 of 7
1
2
3
Table 1
Material Reauirements
Master gradation sieve
size % retained
2-1/2 in, — 0
1-3/4 in. 0 0-10
7/8 in., Tex-] 10-E 10-35 —
3/8 in. 30-50 —
No.4 45-65 45-75
No.40 70-85 60-85
Li uid limit, % max, Tex-104-E 35 40
PlastiCity index, max. Tex-106-E 10 12
Wet ball mill, % max. 40 45
Wet ball mill, %max. Tex-116-E
increase passing the 20 20
No. 40 sieve
Classification' LO l.1-23
Min, compressive
strength', psi Tex-I 17-E
lateral pressure 0 psi 45 35
lateral pressure 15 psi 175 175
1. Determine plastic index in accordance with Tex-107-E (linear
shrinkage) when liquid limit is unattainable as defined in
Tex-104-E.
2. When a soundness value is required by the plans, test material in
accordance with Tex-411-A.
3. Meet both the classification and the minimum compressive
strength, unless otherwise shown on the plans.
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
4. Material Tolerances:
a) The City may accept material if no more than 1 of the 5 most recent gradation
tests has an individual sieve outside the speci�ed limits of the gradation,
b) When target grading is required by tha plans, no single failing test may exceed
the master grading by more than 5 percentage points on sieves No. 4 and laiger
or 3 percentage points on sieves smaller than No. 4,
c) The City may accept mate�•ial if no more than 1 of the 5 most r•ecent plasticity
index tests is outside the specified limit. No single failing test may exceed the
allowable limit by more than 2 points.
5. Material Types
a) Do not use fillers or binders unless appc•oved.
b) Furnish the type specified on the plans in accordance with the following:
1) Type A
a) Crushed stone produced and graded fi•om oversize quarried aggregate
that originates fi•om a single, naturally occurring source.
b) Do not use gravel or multiple sources.
2) Type B
a) Only for use as base material for temporary pavement repairs.
b) Do not exceed 20% RAP by weight unless shown on plans.
3) Type D
a) Type A material or crushed concrete,
b) Crushed concrete containing gravel will be considered Type D
material.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321123-4
FLEXIBLE BASE COURSES
Page 4 of 7
1 c) The City may require separate dedicated stockpiles in order to verify
2 compiiance.
3 d) Crushed concrete must meet the following requirements:
4 (1) Table 1 for the grade specified.
5 (2) Recycled materials must be free from reinforcing steel and other
6 objectionable material and have at most 1.5 percent deleterious
7 material when tested in accordance with TEX-413-A.
8 C. Water
9 l. Furnish water free of industrial wastes and other objectionable matter.
10 2.3 ACCESSORIES [NOT USED]
11 2.4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3 - EXECUTION
13 3.1 INSTALLERS [NOT USED]
14 3.2 EXAMINATION [NOT USED]
15 3.3 PREPARATION
16 A. General
17 1. Shape the subgrade or existing base to conform to the typical sections shown on the
18 plans or as directed.
19 2, When new base is required to be mixed with existing base:
20 a. Deliver, place, and spread the new flexible base in the required amount.
21 b. Manipulate and thoroughly mix the new base with existing material to provide
22 a uniform mixture to the specified depth before shaping.
23 B. Subgrade Compaction
24 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the
25 following:
26 a. Proof Rolling
27 1) City Project Representative must be on-site during proof rolling operations.
28 2) Use equipment that will apply sufficient load to identify soft spots that rut
29 or pump.
30 (1) Acceptable equipment includes fully loaded single-axle water truck
31 with a 1500 gallon capacity.
32 3) Make at least 2 passes with the proof roller (down and back = 1 pass).
33 4) Offset each trip by at most 1 tire width.
34 5) If an unstable or non-unifoi�rn area is found, correct the area.
35 b. Correct
36 1) Soft spots that rut or pump greater than 3/4 inch.
37 2) Areas that is unstable or non-uniform.
38 2. Installation of base material cannot proceed until compacted subgrade approved by
39 the City.
40 3.4 INSTALLATION
41 A. General
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 201 I
321123-5
FLEXIBLE BASE COURSES
Page 5 of 7
1 1. Constcuct eacli layer uniformly, fi•ee of loose or segregated areas, and with the
2 required density and moisture content. .
3 2. Provide a smooth surface that conforms to tlze typical sections, lines, and grades
4 shown on the plans or as directed.
5 3, Haul approved flexible base in clean, covered trucks.
6 B. Equipment
7 1. General: Provide machineiy, tools, and equipment necessaiy for proper execution
8 of the work.
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
2, Rollers:
a. The CONTRACTOR may use any type of roller to meet the production rates
and quality requirements of the Contcact unless otherwise shown on the plans
o►• directed.
b. When specific types of equipment 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.
2) Discontinue the use of the alternate equipment and furnish the specified
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if pr•oduction rate
and quality requit•ements of the Contract are not met.
C. Placing
1. Spread and shape flexible base into a uniform layer by approved means the same
day as delivered unless othe��wise approved,
2. Place material such that it is mixed to minimize segregation.
3. Construct layers to the thickness shown on the plans, while maintaining the shape
of the course.
4. Where subbase or base course exceeds 6 inches in thickness, construct in two or
more courses of equal thickness.
5. Minimum lift depth: 3 inches.
6. Control dust by sprinkling.
7. Correct or replace segregated areas as directed.
8. Place successive base courses and �nish courses using the same construction
methods required for the first course.
D. Compaction
1. General:
a, Compact using density control unless otherwise shown on the plans.
b. Multiple lifts are permitted when shown on the plans or approved.
c. Bring each layer to the moisture content directed. When necessa�y, sprinkle the
material to the extent necessary to provide not less than the required density.
d, Compact the full depth of the subbase or base to the extent necessary to remain
firm and stable under construction equipment.
2, Rolling,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
321123-6
FLEXIBI,E BASE COURSES
Page 6 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
a. Begin rolling longitudinally at the sides and proceed towards the center,
overlapping on successive trips by at least 1/2 the width of the roller unit.
b. On superelevated curves, begin rolling at the low side and progress toward the
high side.
c. Offset alternate trips of the roller.
d. Operate rollers at a speed between 2 and 6 mph as directed.
e. Rework, recompact, and refnish material that fails to meet or that loses
required moisture, density, stability, or fnisl� before the next course is placed or
the project is accepted.
f. Continue work until specification requirements are met.
g. Proof roll the compacted flexible base in accordance with the following:
1) Proof Rolling
a) City Project Representative must be on-site during proof rolling
operations.
b) Use equipment that will apply sufficient load to identify soft spots that
rut or pump.
(1) Acceptable equipment includes fully loaded single-axle water truck
with a 1500 gallon capacity.
c) Make at least 2 passes with the proof roller (down and bacic = 1 pass),
d) Offset each trip by at most 1 tire width.
e) If an unstable or non-uniform area is found, correct the area.
2) Correct
a) Soft spots that rut or pump greater than 3/4 inch.
b) Ai•eas that is unstable or non-uniform,
3. Tolerances
a. Maintain the shape of the course by blading.
b. Completed surface shall be smooth and in conformity with the typical sections
shown on the plans to the established lines and grades.
c. For subgrade beneath paving sucfaces, correct any deviation in excess of 1/4
inch in cross section in length greater than 16 feet measured longitudinally by
loosening, adding or removing material, Reshape and recompact by sprinkling
and rolling.
d. Correct all fractures, settlement or segregation immediately by scarifying the
areas affected, adding suitable material as required. Reshape and recompact by
sprinkling and rolling.
e. Should the subbase or base course, due io any reason, lose the required
stability, density and finish before the surfacing is complete, it shall be
recompacted at the sole expense of the CONTRACTOR.
4. Density Control,
a. Minimum Density: 95 percent compaction as determined by ASTM D698.
b, Moisture content: minus 2 to plus 4 of optimum.
E. Finishing
43 1. After completing compaction, clip, skin, or tight-blade the surface with a
44 maintainer or subgrade trimmer to a depth of approximately 1/4 inch.
45 2. Remove loosened material and dispose of it at an approved location.
46 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic
47 tire roller until a smooth surface is attained.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
321123-7
FLEXIBLE BASE COURSES
Page 7 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
4. Add small increments of water as needed during rolling.
5. Shape and maintain the course and surface in conformity with the typical sections,
lines, and grades as shown on the plans or as directed.
6. In areas where surfacing is to be placed, correct grade deviations greater than 1/4
inch in 16 feet measured longitudinally or greatei• than 1/4 inch over the entire
width of the cross-section.
7. Correct by loosening, adding, or removing material.
8. Reshape and recompact in accordance with 3.4.C.
3.5 [REPAIR]/ [RESTORATION] [NOT USED]
3.6 R�-INSTALLATION (NOT USED]
3.7 QUALITY CONTROL
A, Density Test
1. City to measure density of flexible base course.
a, Notify City Project Representative when flexible base ready for density testing.
b. Spacing directed by City (1 per block minimum).
c. City Project Representative determines location of density testing,
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
310 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANC� [NOT USED]
3.14 ATTACHMENTS [NOT US�D]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
F�
27
28
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
1
2
3 PART1- G�NERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
SECTION 32 11 33
CEMENT TREATED BASE COURSES
A. Section Includes
1. Treating subgrade, subbase and base courses by the pulverization, addition of
cement, mixing and compacting the mix material to the required density.
2. Item applies to the natural ground, embankment, existing pavement, base or
subbase courses placed and shall conform to the typical section, lines and grades
shown on the plans.
B. Deviations from City of Foi�t Worth Standards
1. None
13 C. Related Specification Sections include but are not necessarily limited to
14 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
IS 2. Division 1- General Requirements
16 3. Section 32 11 26 - Flexible Base Courses
17 1.2 PRICE AND PAYMENT PROCEDURES
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
A. Measurement and Payment
1. Measurement
a. Cement; measure by the ton (dry weight).
b. Cement Treatment
1) Measure by the square yard of surface area.
2) The dimensions for determining the surface area is established by the
widths shown on the plans and the lengths measured at placement.
2. Payment
a. Cement: paid for at the unit price bid and full compensation for;
1) furnishing the material
2) all freight involved
3) all unloading, storing, and handling
b. Cement Treatment: based on the work performed and placed and includes full
compensation for:
1) pulverizing or providing the soil material;
2) handling, hauling and spreading dry or slurry cement;
3) mixing the cement with the soil either in-place or in a mixing plant;
4) furnishing, hauling and mixing water with the soil-cement mixture;
5) spreading and shaping the mixture; compacting the mixture, including all
rolling required for compaction;
6) surface �nishing;
7) water and sprinkling;
8) curing;
9) and for all manipulation, labor, equipment, appliances, tools and incidentals
necessary to complete the work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0192]
Revised July l, 2011
321133-2
CEMENT'1'REATED BASE COURSES
Page 2 of 7
� i.3 R�F�ItENCES
2
3
4
5
6
7
8
9
10
11
12
13 1.4
1.9 QUALITY ASSURANC� [NOT USED]
1.10 DELIV�RY, STORAGE, AND HANDLING
14 1.5 ACTION SUBMITTALS [NOT USED]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED]
18
[F''.
20 A, Truck Delivered Cement
21 1, Each truck ticicet shall bear the weight of cement measured on cei�tified scales,
22 2. Submit delivery tickets, certified by supp(ier, that include weight with each bulk
23 delive�y of cement to the site.
24 1.11 FIELD [SITE] CONDITIpNS
25 A, Start cement application only when the air temperature is at least 35 degrees F and
26 rising or is at least 40 degrees F.
27 B. Measure temperature in the shade away from artificial heat,
28 C. Suspend application when the City determines that weather conditions are unsuitable.
29 1.12 WARRANTY [NOT USED]
30 PART 2 - PRODUCTS
31 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
32
33
34
35
36
37
38
2.2 MATERIALS
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. ASTM International (ASTM):
a. C150, Standard Specification for Portland Cement
b. D698, Standard Test Methods for Laboratory Compaction Characteristics of
Soil Using Standard Effort (12 400 ft-lbf/ft3 (6001cN-m/m3))
3. Texas Department of Transportation (TxDOT)
a. Tex-101-E, Preparing soil and flexib(e base rnaterials for testing
b. Tex-140-E, Measuring thickness of paving layers
ADMINISTRATIVE REQUIREMENTS [NOT USED]
A. General
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifcations,
2. Notify the City of the proposed material sources and of changes to material sources,
3, Obtain verification from the City that the specification requirements are met before
using the sources.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
32 11 33 - 3
CEMENT TREATED BASE COURSES
Page 3 of 7
1 4. The City may sample and test project materials at any time before compaction.
2 B. Cement; ASTM C150 Type I, II or IP.
3 C. Flexible Base Courses: Fucnish base material that meets the requiyements of Section 32
4 11 26 for the type and grade shown on the plans, before the addition of cement.
5 D. Water: Furnish water free of industrial wastes and other objectionable material.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SpURCE QUALITY CONTROL (NOT USED]
8 PART 3 - EX�CUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION
12 A, Shape existing material in accordance with applicable bid items to conform to typical
13 sections shown on the plans and as directed.
14 3.4 INSTALLATION
15 A. General
16 1. Produce a completed course of treated material containing:
17 a, uniform Portland cement mixture, free from loose or segregated areas,
18 b. uniform density and moisture content.
19 c. well bound for full depth.
20 d. with smooth surface and suitable for placing subsequent courses,
21 2. Maximum layer depth of cement treatment in single layer: $ inches,
22 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
23 compact and �nish in equal layers not exceeding 5 inches deep,
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
B. Equipment
1. Provide machinery, tools, and equipment necessaiy for proper execution of the
work.
2. 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 specifc types of equipment are required, use equipment that meets the
specified requirements,
c. Alternate Equipment.
1) Instead of the speci�ied equipment, the CONTRACTOR may, as approved,
operate other compaction equipment that produces equivalent results.
2) Discontinue the use of the alternate equipment and furnish the specified
equipment if the desired results are not achieved.
d. City may require CONTRACTOR to substitute equipment if production rate
and quality requirements of the Contract are not met.
3. Slurry Equipment.
a. Use sluriy tanks equipped with agitation devices for cement application.
CITY OF FORT WORTH
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321133-4
CEMENT TREATED BASE COURSES
Page 4 of 7
1
2
3
4
5
6
7
8
9
10
I1
12
13
14
15
16
b. The City may approve other slurrying methods,
c. Provide a pump for agitating the sluriy when the distributor truck is not
equipped with an agitator.
4, Pulverization Equipment.
a. Provide pulverization equipment that:
1) cuts and pulverizes material uniformly to the proper depth with cutteis that
plane to a uniform surface over the entire width of the cut,
2) provides a visible indication of the depth of cut at all times, and
3) uniformly mixes the materials,
C. Pulverization
1. Pulverize or scarify existing matei•ial after shaping so that 100 percent by diy
weight passes a 1 inch sieve, and 80 percent by diy weight passes a No, 4 sieve
exclusive of gravel or stone retained in sieves.
2. Pulverize recycled asphalt pavement so that 100 percent by diy weight passes a 2
inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or
stone retained in sieves.
17 D. Cement Application
18 1. Spread by an approved dry or slut•ry method uniformly on the soil at the rate
19 specified on the plans
20 2. If a bulk cement spreader is used, position by string lines or other approved method
21 during spreading to insure a uniform distribution of cement.
22 3. Apply to an area that all the operations can be continuous and completed in daylight
23 within 6-hours of initial application.
24 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of
25 soil and cement during dry-mixing operations
26 5. Do not exceed the specified optimum moisture content for the soil and cement
27 mixture.
28 6. No equipment, except that used in the spreading and mixing, allowed to pass over
29 the fi•eshly spread cement until it is mixed with the soil,
30 E. Mixing
31 1, Thoroughly mix the material and cement using approved equipment.
32 2, Mix until a homogeneous, fi•iable mixture of material and cement is obtained, fi•ee
33 from all clods and lumps.
34
35
36
37
38
3, Keep mixture within moisture tolerances throughout the operation.
4. Spread and shape the completed mixture in a uniform layer.
5. After mixing, the City samples the mixture at roadway moisture and test in
accordance with Tex 101 E, Part III, to determine compliance with the gradation
requirements in Table 1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly I, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
1 Table 1
2 Gradation Requirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No. 4 60
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
F. Compaction
1. Prior to the beginning of compaction, the mixture shall be in a loose condition for
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 moisture 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 the tolerance given at the time of final compaction, the
entire section shall be reconstructed in accordance with this speciftcation at the sole
expense of the CONTRACTOR.
5. The speci�ed optimum moisture 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 mixture is
uniformly compacted.
9. Uniformly compact the mixture to the specified density within 2-hours.
10. After the soil and cement mixture is compacted uniformly apply water as needed
and thoroughly mix in.
11, Reshape the surface 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 treatment in good condition fi�om the time it first starts
work until all work shall is completed.
2. Maintenance includes immediate repairs of any defect that may occur after the
cement is applied.
3. Maintenance work shall be done by the CONTRACTOR at the CONTRACTOR'S
expense and repeated as often as necessaiy to keep the area continuously intact.
4. Repairs are to be made in such a manner as to insure restoration of a uniform
surface for the full depth of traatment.
5. Remedy any low area of treated subgrade by scarifying 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 replacing the material for the full
depth of subbase or base treatment rather than adding a thin layer of stabilized
material to the completed work.
42 H. Finishing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321133-6
CEMENT TREATED BASE COURSES
Page 6 of 7
1
2
3
4
5
6
l. After completing compaction of the �nal couise, clip, skin, or tight-blade the
surface of the cement-treated matei•ial with a maintainer or subgrade trimmer to a
depth of approximately 1/4 inch.
2. Remove loosened material and dispose of at an approved location,
3. Roll the clipped sur•face immediately with a pneumatic tire roller adding small
increments of moisture as needed and until a smooth surface is attained.
7 4. Add small amounts of water as needed during rolling. Shape and maintain the
8 course and surface in conformity with the typical sections, lines, and grades shown
9 on the plans or as directed,
10 5. Surface compaction and finishing shall proceed in such a manner as to produce, in
11 not more than 2-hou�s, a smooth, closely knit sui•face, fi•ee of crac]<s, ridges or loosa
12 material, conforming to the drawn grade and line shown on the plans.
13 6. After the final layer or course of the cement modified soil has been compacted, it
14 shall be brought to the required lines and grades in accordance with the typical
15 sections.
16 7. The completed section shall then be finished by rolling with a pneumatic tire or
17 other suitable roller sufficiently to create micro crac]<ing.
18 I. Curing
19 1. General
20 a. Cure for at least 48 hours.
21 b, Maintain the moisture content during curing at no lower than 2 percentage
22 points below optimum.
23 2. Curing method depends on finished pavement type:
24 a. Concrete pavement:
25 1) Sprinkle with water
26 2) Maintain moisture during currng
27 3) Do not allow equipment on the finished cour•se during curing except as
28 required for sprinkling, unless otherwise approved.
29 b. Asphalt Pavement:
30 1) Apply an asphalt material at a rate of O.QS to 0.20 gallon per square yard.
31 2) Do not allow equipment on the finished course dui•ing curing
32 3. Continue curing until paving operations begin.
33 3.5 [REPAIR]/ [R�STORATION] [NOT USED]
34 3.6 R�-INSTALLATION [NOT USED]
35 3.7 FIELD QUALITY CONTROL
36 A. Density Test
37 1. City Project Representative must be on site during density testing
38
39
40
41
2. City to measure density of cement treated base course in accordance with ASTM
D6938.
3. Spacing directed by City (1 per block minimum).
4. City Project Representative determines density testing locations.
42 B. Depth Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July ], 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321133-7
CEMENT TREATED BASE COURSES
Page 7 of 7
1
2
3
4
5
6
7
8
9
10
11
12
1, Take minimum of one core per 500 linear 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 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED)
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTAGHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321216-t
ASPHALT PAViNG
Page 1 of 23
1
2
3 PART1- GENERAL
SECTION 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. Standard Detail
8 1. H.M,A,C. Pavement Constiuction Details
9
10
11
12
13
14
15 1.2
C. Deviations fi•om City of Fort Worth Standards
l. None
D. Related Speci�ication Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contcact Forms, and Conditions of the Contract
2. Division 1- General Requirements
3. Section 32 O1 17 - Permanent Asphalt Paving Repair
PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. 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 tlle 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 mate�•ials
31 including all freight and royalty
32 c, traffic control foi• all testing
33 d. asphalt, aggregate, and additive
34 e. materials and work needed for corrective 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 HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
32 12 16 - 2
ASPHALT PAVING
Page 2 of 23
1 1.3 REFERENCES
�
3
4
S
6
7
S
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
A. Abbreviations and Acronyms
1. RAP (reclaimed asphalt pavement) �
2. SAC (su��face aggregate classification)
3. BRSQC (Bituminous Rated Source 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. Reference standards cited in this specification refer to the current refej•ence standard
published at the time of the latest revision date logged at the end of this
specifcation, unless a date is specifically cited.
2. National Institute of Standards and Technology (NIST)
a. Handbook 44 - 2007 Edition: Speci�cations, Tolerances, and Other Technical
Requirements for Weighing and Measuring Devices
3. ASTM International (ASTM):
a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous
Materials by Ductilometer
4. American Association of State Highway and Transportation Officials
a, MP2 Standard Speci�cation for Superpave Volumetric Mix Design
b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
(HMA)
c. T 201, Kinematic Viscosity of Asphalts (Bitumens)
d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
V iscometer
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
c, Tex 106-E, Calculating the Plasticity Index of Soils
d. Tex 107-E, Determining the 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, Determining 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
]c. 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 HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS 01921
Revised July l, 2011
32 12 16 -3
ASPHALT PAVING
Page 3 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 1.4
o. Tex 406-A, Matel•ial Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates
(Decantation Test foi• Concr•ete Aggregates)
p. Tex 408-A, Oi•ganic Impurities 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, Tex 460-A, Determining Crushed 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 Bituminous 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-IC, Verifying the Accuracy of Drum Mix Plant Belt Scales
z. Tex-921-IC, Verifying the Accui•acy of Hot Mix Plant Asphalt Meters
aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
ADMINISTRATIVE REQUIREMENTS [NOT USED]
17 1.S ACTION SUBMITTALS [NOT US�D]
18 1.6 ACTION SUBMITTALS/INI�'ORMATIONAL 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 MATERIAL SUBMITTALS [NOT US�D]
22 1.9 QUALITY ASSURANC� [NOT USED]
23 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD CONDITIONS
25 A. Weather Conditions
26 1. Place mixture when the roadway surface temperatuye is equal to or higher than the
27 temperatures listed in Table l,
28 Table 1
29 Minimum Pavement Surface Tem eratures
Minimum Pavement SurFace Temperatures in
De rees Fahrenheit
Originally Speci�ed High Subsurface Layers or Surface Layers Placed in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45
PG 70 55�
PG 76 or hi�her 60�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
�
.1
.1
HMAC SURFACE OVERLAY (2012-13)
01921
321216-4
ASPHALT PAVING
Page 4 of 23
1
2
3
4
5
6
7
8
9
10
11
12
�� Contractois may pave at temperatures 10°F lower than the values shown in Table 1
when utilizing a paving process including WMA or equipment that eliminates thermal
segregation. In such cases, the contractor must use either a hand held thermal camera
or a hand held infi•ared thermometer operated in accordance with Tex-244-F to
demonstrate to the satisfaction of the City that the uncompacted mat has no more than
10° F of thermal segregation.
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]
13 PART 2 - PRODUCTS
14 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
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
2.2 MATERIALS
A. General:
1. Furnish uncontaminated materials of uniform quality that meet the requirements of
the plans and specifications.
2. Notify the City of all material sources,
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
laboratory 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.
l. General:
a. Furnish aggregates from sources that conform to the requirements shown in
Table 1, 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 aggregate or fine aggregate.
c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
stockpiles in accordance with this Section.
d. Aggregate from 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
definitions in Tex 100 E.
f. Samples must be from materials produced for the project.
g. The City will establish the surface aggregate classification (SAC) and perform
Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests,
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised July I, 20ll
HMAC SURFACE OVERLAY (2012-13)
01921
32 t216-5
ASPHALT PAVING
Page 5 of 23
1 h. Perform all other aggregate quality tests listed in Table 2,
2 i. Document all test results on the mixture design report.
3 j. The City may perform tests on independent or split samples to verify
4 CONTRACTOR test results.
5 k. Stockpile aggregates fot• each source and type separ•ately and designate for the
6 City.
7 l. Determine aggregate gradations for mixture design and production testing
8 based on the washed sieve analysis given in Tex 200 F, Part II.
9
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 from sources listed in the BRSQC.
4) Provide aggregate from nonlisted sources on(y 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,
ensur•e that at least 50 percent by weight of the material retained on the
No. 4 sieve comes from the Class A aggregate source.
8) Blend by volume if the bullc specific gravities of the Class A and B
aggregates differ by more than 0.300.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
1. Not used for acceptance purposes. Used by the City as an indicatoc of the need for further investigation.
2. Unless otherwise shown on the plans.
3. Unless otherwise shown on the plans. Only applies to crushed gravel.
321216-6
ASPHALT PAVING
Page 6 of 23
1
2
3
4
5
6
7
8
9
10
I1
_ 12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
�36
37
38
39
40
41
42
43
44
45
46
47
n
a
9) When blending, do not use Class C or D aggregates.
10) For blending purposes, coarse aggt•egate from RAP will be considered as
Class B aggregate.
11) Provide coarse aggregate with at least the minimum SAC shown on the
plans.
12) SAC requirements apply only to aggregates used on the surface of travel
lanes, unless otherwise shown on the plans.
RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement.
1) No RAP permitted for TYPE D H.M.A.C.
2) Use no more than 20 percent RAP on TYPE B H.M,A.C. unless otllerwise
shown on the plans,
3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
sieve.
4) RAP from either CONTRACTOR or City, including RAP generated during
the project, and is permitted only when shown on the plans.
5) City-owned RAP, if allowed for use, will be available at the location
shown on the plans.
6) When RAP is used, determine asphalt content and gradation for mixture
design purposes.
7) Perform other tests on RAP when shown on the plans.
8) When RAP is allowed by plan note, use no more than 30 percent RAP in
Type A or B mixtures unless otherwise shown on the plans,
9) Do not use RAP contaminated with dirt or other objectionable materials.
10) Do not use the RAP if the decantation value exceeds S percent and the
plasticity index is greater than 8.
11) Test the stockpiled RAP for decantation in accordance with the laboratoiy
method given in Tex-406-A, Part I.
12) Determine the plasticity index using Tex-106-E if the decantation value
exceeds Spercent,
13) The decantation and plasticity index requirements do not apply to RAP
samples with asphalt removed by extraction.
14) Do not intermingle CONTRACTOR-owned RAP stockpiles with City-
owned RAP stockpiles.
15) Remove unused CONTRACTOR-owned RAP material from the project
site upon completion of the project.
16) Return unused City-owned RAP to the designated stockpile location.
Fine Aggregate.
1) Fine aggregates consist of manufactured sands, screenings, and field sands.
2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
3) Supply fine aggregates that are fi•ee from organic impurities.
4) The City may test the fine aggregate in accordance with Tex-408-A to
verify the material is free from organic impurities.
5) At most 15 percent of the total aggregate may be field sand or other
uncrushed fine aggregate.
6) With the exception of �eld sand, use fine aggregate from coarse aggregate
sources that meet the requirements shown in Table 2, unless otherwise
approved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly I, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321216-7
ASPHALT PAVING
Page 7 of 23
1 7) If 10 percent or more of the stocicpile is retained on the No. 4 sieve, test the
2 stocicpile and verify that it meets the requirements in Table 1 for coarse
3 aggregate angularity (Tex-460-A) and flat and elongated particles
4 (Tex-280-F).
Table 3
Gradation Repuirements for Fine
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
6 2. Mineral Filler. Mineral �ller consists of finely divided mineral matter such as
7 agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
8 allowed unless otherwise shown on the plans. Do not use more than 2 percent
9 hydrated lime or cement, unless otherwise shown on the plans. The plans may
10 require or disallow specific mineral fillers. When used, provide mineral filler that:
11 a. is sufficiently dry, free-flowing, and free from clumps and foreign matter;
12 b. does not exceed 3 percent lineac shrinkage when tested in accordance with
13 Tex-107-E; and meets the gradation j•equirements in Table 4.
14
Tab,le 4
IS Gradation Re uirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17 3. Baghouse Fines, Fines collected by the baghouse or othei� dust-collecting equipment
18 may be reintroduced into tlie mixing drum.
19 4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
20 binder specified as follows;
21 a. Performance-Gt•aded Binders. PG binders must be smooth and homogeneous,
22 show no separation when tested in accoi•dance with Tex-540-C, and meet
23 Table S requirements,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
00 (� N
� � w
,� � o
N Q °O
cv a' °�°
M� a
o.
Q
►�',
�
^O
�
i�
b
d
,� '�
� �
� �
h U
C."
c�i
�
�°
�,
�
a
N �
� n N �
('J N V/� N oNo � oN0
R+
`O � �o 0
� n � �,
�
m �
� n M �
�D N /� N �
� � � �
=y N v � N O
N n N �
� � O
•--� n � nl
�
d' �
d' O
.0 M n M 1p
rLh
V 00 � � �
� O N o/� N v� ^
� � V N � � � o
� :� N � N O
►. N /� N c,� r!'
w y�
�. y
� � �
Pr ,-� n � I �
' w z
w
M ri m � o �
� O
� N d' /� c�V -�7.- � (a
� � � � � �
a N � v /� N O � F
C7
� � � � �
a
a
�; ri M O O
�
� N v � N oo � o0
a
�; n N I
U U �
o° o � °
� � U � � �j
O N � � `� a` y v�i
� b �
� G � Q+ � ° �
� p�., O � �
„ � � U a�i x � '" � � o
a� � � o �
� > +� �r! N p � °C N
,b �. � �-ai M i-N+ � '"'' N � U � CV N
� � � � � X (�—� � � Q � (-�-+ � �
�� " b d' � �y �, �., T � � s,
� � �.S-'. f-� m O � � f�.. �. N � � A.
°' .� ai °' �, E-, .� -� �u > �, � v.. �
o, � � M � a� ° �, a�
aa�i � � ' o �' � ' � N s°J, N � � +
pp cC � •�-�' � p •^��„ v�
s�-� N � � O� .��. U` F'+ 'a� v� �� F'+
¢ � � w > Q w � � Q
� N
�
,_N. o
0
�
d
�
0
w
d
�
�
�
�
x
H
z
�
U
O
Q
z
O
¢
�
w
W
w
�
z
0
H
x�
E-� �
�
� � �
� O O
p; U ,_„
O � >,
ti
� � �
� �
>
U c�i� r�
°� � n`�'i
� � `'-'
O
� � �
W �N E_
M � P.
a
�
^�O
�
�
C
C
0
�
�
�
.�
�
H
� N � �
,--� .--�
� N � �
N
� N � N N
� �--� •--�
� N � �
a
� �
"' N �O �o
i
m � N N
°G N oo °o
� �
� � N i i
r
W N � N N
�---1 �--1
1 N 1 1
� �
"' N �O �O
�
�t d'
� M � N N
'�
�
�� °O o�0 N o0 00
N N N ""a '_'
U l� �i O
p a N W� N � �
� � � � i
W F�i
lr �
a `° °°
r, � N �o �o
i �
�i O\
M N N
a
0o W N o0 00
� �
� N � N i i
a N � � N N
� �
i ` N i i
GTh
� v
� d N � �O
� W
� �
M � N N
v�i W
0o a' N o0 00
� �--+ �
, a N � �
a
N � N �
'--i
I N 1 1
U
U °
o ^
� � .��y
� � O � F7
� � � � ��
� � o
� o � � `° � '_'
� �
0
� � M (d � cv-, `c" O � d' � �
� � H � a�"i � o � � a`"i E-+ � �d a�i
� , � � � �, s�. � � s�.
o bn �v�, � °�' �c�{.�.� � � � • � °y.'.� �
(�y •-�• U � N •�=, �r � v�'i � .^'�' r�''i�
� � C7 H �� � F� � w E�
a Q U Q
^C1
d
"C
L
a�
C�
�
�
�
w
Lr
�
o.
N
�
� � � �
� � .: w°
� �y >' °'
O •� U � �
� P. bA O N
� N
� �+
a�i a � � •
� �� �� ��
3 � � � `" � �n
. �
o � ;d a� �o G �
o �+ � `� � '� �,
T �� �� c7�
o `' >, E °' o 0
..r � � .°.3 `� � . �
C
� ❑ �
N Q' � � O � ,�
� � � b � .�
a"'i � '= � o � �
a � � o� a� o
� y N � H
� �'
T a � � � � � N
� ���' G a��i t�`�j N
a� � O � o �
o �•� E o � o
c, ti o '`�b�b'� .b o
N k`n �L tVd 4, N
a � y p, �O V
� � N
id � .b
� ,� � U O � �
� �b �b ��
a.� .�.�
E�vt�. >,� ti
pT y �.'�',.9 w oA
R N N N •k � 'C
a�i � � � � �j, ?
A. 7�J �� � � � .G
O � T p� �
b
� � � N
vU '9 `� x n. a
a. � � w '�, � .n
.. �,
y �G Rf � � `� �
� '� o '� � ''� �
�
� �z c� �a;t�
N ' N N (0
� �•� �s ws
� �b �o ��
� � .n aki , � � o cg
�
N N 'r�' U ..N+
� a.�'J "O > .'�.. >
o �� ��, �>o
�..
� � � U � J H❑ dy
+' 7 ^ 3 y'�. � O N�.�,
� 3 �
w
o y� �� �ba�
� � A, �A ��° `�
bA `.'.: � a � � � a��i
� o ,°' � y � °' �
� N C
� �� o0 0.��
�+ �� t�d J V N M
� 'C7 �
"N C � O O �
a �,� o U� a p,
� °' �� C-c'� ��O
.. � . � � �d � v F.,
.� p� C7• M pp A�y p C r�i
o C�'"�k � �" ❑�
:!� � :�' �� � � � �
�N����A��zb
U O b �
�°">a�•`�'��p.Nw�` G
v�°�� c �v �'�' o y
�
� � ,3, � �•� �::: �.�c'b
� -� �o .� � o '� � � c�
`3 � cv � � . � � � o � v
O
U
� � � +�- �., o G N � � �
C]. x N N��.� U b'�,,," N
a�,�i �Q a�i � o +�- ' � �, � 3 �
ti"� �N ,� � J�-�+'H.o
� � � a�i c � '� � °A " �ec� e
y b���� U in 6^ 4: U
P�. �(-�y�N(�� �� W �cn
�--� O N N C.i ('�1 N Ri �' a�+ Vl
�
�
0
.a
G
d
�
N
��
�
N
.a
�
�
�
�
.�
N
�
�
'�
�
�
�
�
.�
�
�,
�
0
0
M
0
�
�
�
�
�
�
�
� N
I �
� O
�
a�
W
O
U
¢
�';
�
x
H
z
�
�
U
Q
z
O
�
U
�
w
w
�
z
O
U
�
�
z�
O�
� `�
N
.�
�/i -Ki
H
-Ki
3
�
�
w
�
�
U
32 12 16 - 10
ASPHALT PAVING
Page 10 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
b. Separation testing is not required if;
1) a modifier is introduced separately at the mix plant either by injection in the
asphalt line or miXer,
2) the binder is blended on site in continuously agitated tanks, or binder
acceptance is based on field samples taken fi•om an in-line sampling port at
the hot mix plant after the addition of modifers,
5. Tacic Coat:
a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a
PG binder with a minimum high-temperature grade of PG 58 for tac]< coat
binder in accordance with Section 2.2.A.5.
6. Additives.
a. General:
1) When shown on the plans, use the type and �•ate 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) Fuynish and incorporate all required asphalt antistripping agents in asphalt
concrete paving mixtures and asphalt-stabilized base mixtures to meet �
moisture resistance testing requirements.
2) Provide a liquid antistripping agent that is uniform and shows no evidence
of crystallization, settling, or separation.
3) Ensure that all liquid antistripping agents arrive in:
a) properly labeled and unopened containers, as shipped from the
manufacturer, or
b) sealed`tank trucks with an invoice to show contents and quantities.
c) Provide product information to the City including:
(1) Material safety data sheet
(2) Specific gravity of the agent at the manufacturer's cecommended
addition temperature,
(3) Manufacturer's recommended dosage range, and
(4) Handling and storage instructions.
4) Addition of lime or a liquid antistripping agent at the Mix Plant,
incorporate into the binder as follows:
a) Handle in accordance with the manufacturer's recommendations.
b) Add at the manufacturer's recommended addition temperature.
c) Add into the asphalt line by means of an in-line-metering device.
c. Liquid Asphalt Additive Meters.
1) Provide a means to check the accuracy of ineter output for asphalt primer,
fluxing material, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gal. 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,
7. Mixes
a. Design Requirements:
1) Unless otherwise shown on the plans, use the typical weight design
example given in Tex-204-F, Part I, to design a mixture meeting the
requirements listed in Tables 2 through 8,
CITY OF FORT WORTH
STANDAR.D CONSTRUCTION SPECiFICATtON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16 - 11
ASPHALT PAVING
Page 11 of 23
1
2
3
4
5
2) Furnish the City with representative samples of all materials used in the
mixture design.
3) The City will verify the inixture 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 Volnme)
and Volumetric Pro e�•ties
Sieve B C D
Size Fine Coarse Fine
Base Surface Suj•face
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/$" 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
�
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
voips m na�nerai aggregates.
Table 7
Laboratot Mixture Desi n Pro ertie
Property Test '
Method
�r�et laboratorv-molded densitv, percent Tex-207-F
Tensile strength (dry), psi (molded to 93 Tex-226-F
percent �1 percent densitv)
Requirement
96.0
85-2002
Boil test' � Tex-530-C � —
1. 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 pi•ocesses that allow a reduction in the
temperature at which asphalt mixtures are produced and placed,
b. WNIA 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
O1921
32 12 16 - 12
ASPHALT PAVING
Page 12 of 23
1
�3
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 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAIVIINATION [NOT USED]
�
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
3.3 PREPARATION
�
A. Hauling Operations
1. Before use, clean all truck beds to ensure mixture is not contaminated.
2. When a release agent is necessary to coat truck beds, use a release agent approved
by the City.
3. Petroleum based products, such as diesel fuel, should not be used.
4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or
cover the truck bed with taipaulin,
5. If haul time in project is ta be greater than 30 minutes, insulate truck beds or cover
the truck bed with tarpaulin.
3.4 INSTALLATION
A. Equipment.
1. General:
a. Provide required or necessary equipment to produce, haul, place, compact, and
core asphalt concrete pavement.
b. Ensure weighing and measuring equipment complies with specification.
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 proportioning 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 check the output of inetering devices and to perform
calibration and weight checks;
6) additive-feed systems to ensure a uniform, continuous material flow in the
desired proportion.
3. Weighing and Measuring Equipment.
a, General.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16 - 13
ASPHALT PAVING
Page 13 of 23
1 1) Provide weighing and measuring equipment for materials measured or
2 proportioned by weight or volume.
3 2) Provide certi�ed scales, scale installations, and measuring equipment
4 meeting the requirements of NIST Handbook 44, except that the required
5 accuracy must be 0.4 percent of the material being weighed or measured.
6 3) Furnish lealc-free weighing containers large enough to hold a complete
7 batch of the material being measured.
8 b. Truck Scales.
9 1) Furnish platform trucic scales capable of weighing the entire truck or trucic—
10 trailer combination in a single draft,
11 c. Aggregate Batching Scales.
12 1) Equip scales used foi• weighing aggregate with a quicic adjustment at zero
13 that provides for any change in tar�e.
14 2) Provide a visual means that indicates the reauired weight for each
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
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 checiced in accordance with Tex-920-K.
f. 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 ofthe meter in accordance 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 primer,
fluxing material, and liquid additives.
2) Furnish a meter that reads in increments of 0.1 gallon oy less.
3) Verify accuracy of the meter in accordance with Tex-923-K.
4) Ensure the accuracy of the meter within 5.0 percent.
4. Drum-Mix Plants. Pr�ovide a mixing plant that complies with the requirements
below.
a. Aggregate Feed System.
1) Pr•ovide:
a) a minimum of 1 cold aggl•egate bin for each stockpile 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 dryer;
e) an integrated means for moisture compensation;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16 - l4
ASPHALT PAVING
Page 14 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
�
�
�
e
£
g
� belt scales, weigh box, or other approved devices to measure the weight
of the combined aggregate; and
g) cold aggregate bin flow indicators that automatically signai interrupted
material flow.
Reclaimed Asphalt Pavement (RAP) Feed System.
1) Provide a separate system to weigh and feed RAP into the hot mix plant,
Mineral Filler Feed System.
1) Provide a closed system for mineral filler that maintains a constant supply
with minimal loss af material through the exhaust system.
2) Interlock the measuring device into the automatic plant controls to
automatically adjust the supply of mineral filler to plant production and
provide a consistent percentage to the mixture.
Heating, Drying, and Mixing Systems.
1) Provide:
a) a dryer or mixing system to agitate the aggregate during heating;
b) a heating system that controls the temperature during production to
prevent aggregate and asphalt binder damage;
c) a heating system that completely burns fuel and leaves no residue; and
d) a recording thermometer that continuously measures and records the
mixture discharge temperature.
e) Dust collection system to collect excess dust escaping from the drum.
Asphalt Binder Equipment,
1) Supply equipment to heat binder to the required temperature.
2) Equip the heating apparatus with a continuously recording thermometer
located at the highest temperatuj•e point,
3) Produce a 24 hour chart of the recorded temperature.
4) Place a device with automatic temperature compensation that accurately
meters the binder in the line leading to the mixer.
5) Furnish a sampling port on the line between the storage tank and mixer.
Supply an additional sampling port between any additive blending device
and mixer,
Mixture Storage and Discharge.
1) Provide a surge-storage system to minimize inteiruptions during operations
unless otherwise approved.
2) Furnish a gob hopper or other device to minimize segregation in the bin,
3) Provide an automated system that weighs the mixture upon discharge and
produces a ticket showing:
a) date,
b) project identification number,
c) plant identification,
d) mix identification,
e) vehicle identification,
fl total weight of the load,
g) tare weight of the vehicle,
h) weight of mixture in each load, and
i) load number or sequential ticket number for the day.
Truck Scales.
1) Provide standard platform scales at an approved location.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFiCATTON DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16 -15
ASPHALT PAVING
Page 15 of 23
1 5. Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
2 "Drum-Mix Plants," except as required below.
3 a. Screening and Proportioning.
4 1) Provide enough hot bins to separate the aggregate and to control
5 proportioning of the mixture type specified.
6 a) Supply bins that discard excessive and oversized material through
7 overflow chutes.
8 b) Provide safe access for inspectors to obtain samples fi•om the hot bins,
9 b, Aggregate Weigh Box and Batching Scales,
10 1) Provide a weigh box and batching scales to hold and weigh a complete
I 1 batch of aggregate.
12 2) Provide an automatic proportioning system with low bin indicators that
13 automatically stop when material level in any bin is not sufficient to
14 complete the batch.
15 c. Asphalt Binder Measui•ing System.
16 1) Provide bucicet and scales of sufficient capacity to hold and weigh binder
17 for 1 batch,
18
19
d. Mixec.
1) Equipment mixers witli an adjustable automatic timer that controls tlle d�y
20 and wet mixing pei�iod and locics the dischai•ge doors for the required
21 mixing period.
22 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage,
23 6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section
24 2,2,B.5. "Weigh-Batch Plants," except as speciftcally described below.
25 a. Aggregate Feeds.
26 1) Aggregate control is required at the cold feeds. Hot bin screens are not
27 required.
28 b, Surge Bins.
29 1) Provide 1 or more bins large enough to produce 1 complete batch of
30
31
32
33
34
35
36
37
38
39
40
41
c.
�
mixture.
Hauling Equipment.
1) Pf•ovide trucks with enclosed sides to pi•event asphalt mixture loss.
2) Cover each load of mixture with waterproof tarpaulins.
3) Before use, clean all trucic beds to ensure the mixture is not contaminated.
4) When necessaiy, coat the inside truck beds with an approved i•elease agent
fi�om the City.
Placement and Compaction Equipment.
1) Provide equipment that does not damage underlying pavement,
2) Comply with laws and regulations concet-ning overweight vehicles,
3) When permitted, other equipment that will consistently produce satisfactoiy
results may be used,
42 7. Asphalt Paver.
43 a. General:
44 1) Furnish a paver that will produce a finished surface that meets longitudinal
45 and transverse profile, typical section, and placement requirements,
46 2) Ensure the paver does not support the weight of any portion of hauling
47 equipment other than the connection.
48 3) Provide loading equipment that does not transmit vibrations or other
49 motions to the paver that adversely affect the finished pavement quality.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 01921
Revised July 1, 201 I
32 12 16 - 16
ASPHALT PAVING
Page 16 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
4) Equip the paver with an automatic, dual, longitudinal-grade control system
and an automatic, ti•ansverse-grade control system.
b. Tractor Unit.
1) Supply a tractor unit that can push oc propel vehicles, dumping directly into
the finishing machine to obtain the desired lines and grades to eliminate any
hand finishing.
2) Eauip the unit with a hitch sufficient to maintain contact between the
hauling equipment's rear wheels and the finishing machine's pusher rollers
while mixture is unloaded.
c. Screed.
1) Provide a heated compacting screed that will produce a finished surface
that meets longitudinal and transverse profile, typical section, and
placement requirements.
2) Screed extensions must provide 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 suppocts.
2) Ensure that the longitudinal controls can opeyate from any longitudinal
grade reference including a string line, ski, mobile string line, or matching
shoes.
3) Furnish paver skis 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 pick-up equipment constructed to pick up
substantially all roadway mixture placed in the windrow,
30 9. Remixing Equipment.
31 a. When required, provide equipment that includes 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 Grader.
35 a. When allowed, provide a self-propelled grader with a blade length of at least 12
36 feet and a wheelbase of at least 16 feet.
37
38
39
40
41
42
43
44
45
46
47
48
11, Handheld Infrared Thermometer,
a. Provide a handheld infrared 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 equipment 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 HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
32 (2 16 - 17
ASPHALT PAVING
Page 17 of 23
1 2) Discontinue the use of the alternate equipment and ful�nish 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. Fui•nish 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 pattei•ns, 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 tacl< coat material
16 out of spray nozzles at a constant rate.
17 15. Coring Equipment,
18 a. When coring is requii•ed, provide equipment suitable to obtain a pavement
19 specimen meeting the dimensions for testing.
�
21
22
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 requij•ements of this
26 Section.
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
C. Production Operations.
1. General.
a. The City may suspend production for noncompliance with tliis Section.
b. Take corrective action and obtain approval to proceed after any production
suspension for noncompliance,
2. Operational Tolerances.
a. Stop production if testing indieates 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 HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS O1921
Revised July 1, 2011
32 12 16 - 18
ASPHALT PAVING
Page 18 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
4. Mixing and Discharge of Materials.
a. Notify the City of the target discharge temperature and produce the mixture
within 25 degrees F of the ta�•get.
b. Monitor the temperature of the material in the truck before 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 than 350 degrees F,
c, Control the mixing time and temperature so that substantially all moisture is
removed from the mixture before discharging from the plant.
D. Placement Operations.
1. Place the mixture to meet the typical section requirements and produce a smooth,
�nished surface or base course with a uniform appearance and texture.
2, Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
3. Place mixture so (ongitudinal joints on the surface course coincide with lane lines,
or as directed, Ensu��e 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
texture issues.
7. All hand placement shall be checked with a straightedge or template before rolling
to ensure uniformity,
8. Place mixture within the compacted lift thickness shown in Table 9, unless
otherwise shown on the plans or allowed.
25 Table 9
26 Com acted Lift Thickness and Re uired Core H�
Com acted Lift Thickness
Mixture Type Minimum Maximum
(in.) (in.)
B 2.00 3.00
C 2.00 2.50
D 1,50 2.00
27
28
29
30
31
32
33
34
35
36
37
38
39
9. Tack Coat.
a. Clean the surface before placing the tack 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 tacic coat to all contact surfaces of curbs, structures, and
alljoints.
d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
beam guard fence and structures.
e. Roll the tack coat with a pneumatic-tire roller when directed.
f. 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 I, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16 - 19
ASPHALT PAVING
Page 19 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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 befoi•e
applying hot inix asphalt layers.
i. Traffic should not be allowed on tacic coats.
j. When a tacked road surface must be opened to traf�c, they should be covered
with sand to provide fi�iction 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 etnpty during paving.
c. Dumping wings between trucks not allowed. Dispose of at end of day's
production.
E. Lay-Down Operations.
15 1. Minimum Mixture Placement Temperatu��es, Use Table 10 for minimum mixtm�e
16 placement temperatures,
17 2. Windrow Operations. When hot mix is placed in windrows, operate windrow
18 pickup equipment so that substantially all the mixture deposited on the roadbed is
19 picked up and loaded into the paver.
20 Table 10
21 Su ested Minimum Mixtare Placement Tem erature
High-Tempej•ature Minimum Placement
Binder Grade Temperature
(Before Enterin Paver)
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or hi�her 290°F
22
23
24
25
26
27
28
29
F. Compaction.
1. Use air void control 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 appr•oved f�elease agent on rollers,
tamps, and other compaction equipment,
30 5. Keep diesel, gasoline, oil, grease, and other fareign matter off the mixture.
31 6. Unless otherwise directed, operate vibratory rollers in static mode when not
32 compacting, when changing directions, or when the plan depth of the pavement mat
33 is less than 1-1/2 inches,
34 7, Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
35 and similar structures and in locations that will not allow thorough compaction with
36 the rollers.
37 8. The City may require rolling with a trench roller on widened areas, in trenches, and
38 in other limited areas.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 201 I
32 12 16-20
ASPHALT PAVING
Page 20 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
traffic unless otherwise directed.
10. When directed, sprinlcle the finished mat with water or limewater to expedite
opening the roadway to traffic.
11. Air Void Control.
a. General.
1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9
percent in-place air voids.
2) Do not increase the asphalt content of tlle mixture to reduce pavement air
voids.
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 otherwise shown on
the plans.
3) Use additional rollers as required to remove any roller marks.
c. 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 dete��tnination.
2) The City will measure air voids in accordance with Tex-207-F and
Tex-227-F.
3) Before drying to a constant weight, cores may be predried using a Corelok
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.
d. Air Voids Out of Range,
1) If the in-place air void content in the compacted mixture is below 5 percent
or greater than 9 percent, change the production and placement operations
to bring the in-place air void content within requirements.
e. 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 per day.
4) When a test section producing satisfactory in-place air void content is
placed, resume full production.
12. Ordinaiy Compaction Control.
a. Furnish the type, size, and number of rollers required for compaction, as
approved. Furnish 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, 20] 1
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16 - 21
ASPHALT PAVING
Page 21 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
f,
�
h.
i.
When rolling with the 3-wheel, tandern or vibratory rolleis, start by �rst r�olling
the joint with the adjacent pavement and then continue by rolling longitudinally
at the sides.
Proceed toward the center of the pavement, overlapping on successive trips by
at least 1 ft., unless otherwise dii•ected.
Make alternate trips of tl�e roller slightly different in length,
On super elevated curves, begin rolling at the low side and progress toward the
high side unless otherwise directed.
G. Irregularities.
1. Identify and correct iri•egularities including but not limited to segregation, rutting,
raveling, flushing, fat spots, mat slippage, ir►�egular color, irr•egula�• texture, roller
mat-1<s, tears, gouges, streal<s, uncoated aggregate pai�ticles, 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 mixtuce does not bond to the existing pavement.
4. If irregularities are detected, the City may require the CONTRACTOR to
immediately suspend operations oc may allow tHe CONTRACTOR to continue
operations for no more than 1 day while the CONTRACTOR is taking appropriate
cor•rective 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 pavement or• that has
other surface irregularities identified above.
29 3.5 R�PAIR
30 A. See Section 32 O1 17.
31 3.6 QUALITY CONTROL
32
33
34
35
36
37
38
39
40
41
42
43
A. Production Testing
1. Perform production tests to verify asphalt paving meets the performance standard
required in the plans and specifications,
2. City to measure density of asphalt paving with nuclear gauge.
3. City to core asphalt paving from the normal thickness of section once acceptable
density achieved. City identifies location of cores.
a. Minimum core diameter; 4 inches
b. Minimum spacing: 200 feet
c, Minimum of one core eveiy blocl<
d. Alternate lanes between core
4. City to use cores to determine pavement thickness and calculate theoretical density.
a, City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CITY OF FORT WORTH
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
32 12 16-22
ASPHALT PAVING
Page 22 of 23
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
1. The average measured density of asplialt paving must meet specified density,
2. Average of ineasurements per street 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.
Percent Rice
89 and lower
90
91-93
94
95
Over 95
Table 11
Density Payment Schedule
Percent of Contract Price Allowed
remove and replace at the entire cost and expense of CONTRACTOR
as directed by OWNER.
75-percent
100-percent
75-percent
remove and replace at the entire cost and expense of CONTRACTOR
as directed by OVJNER.
3. The amount of penalty shall be deducted fi�om payment due to CONTRACTOR.
4. These requirements are in addition to the requirements of Section 1.2 Measurement
and Payment.
C, Pavement Thickness Test.
1. City measure each core thickness by averaging at least three measurements.
2. The number of tests and location shall be at the discretion of the City, unless
otherwise speci�ed in the special provisions or on the plans,
3. In the event a deficiency in the thicicness of pavement is revealed during production
testing, subsequent tests necessary to isolate the deficiency shall be at the
CONTRACTOR' S expense.
4. The cost for additional coring test shall be at the same rate charged by commercial
laboratories.
5. Where the average thickness of pavement in the area found to be deficient, payment
shall be made at an adjusted price as specified in Table 12.
Table 12
Thickness De�ciency Penalties
Deficiency in Thickness
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
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 (2012-13)
01921
0
1
2
3
4
5
6
7
8
9
lQ
11
12
13
14
15
m
32 12 16-23
ASPHALT PAVING
Page 23 of 23
6. If, in the judgment of the City, the area of such deficiency warrants removal, tlie
area shall be removed and replaced, at the CONTRACTOR'S entire expense, with
asphalt paving of the thickness shown on the plans,
7. No additional payment over the contract unit price shall be made for any pavement
of a thicicness exceeding that required by the plans.
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT USED)
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
HMAC SURFACE OVERLAY (2012-13)
O1921
32 12 73 - 1
ASPHALT PAVING CRACK SEALANTS
Page 1 of 5
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
15
16 1.2
17
18
19
20
SECTTON 32 12 73
ASPHALT PAVING CRACK SEALANTS
A. Section Includes
1. Sealing transverse and longitudinal cracics no larger than 1-1/2 inches in asphalt
paving.
B, Standard Detail
1. Typical Street Construction Details
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 12 16 - Asphalt Paving
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement: measure by the gallon placed,
2. Payment: contract unit price bid for the work performed and all materials
furnished.
21 1.3 REFERENCES
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A, Reference Standards
1. American Society for Testing and Materials (ASTM):
a. D6690-07, Standard Specification for 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 Cracks in Asphaltic and Portland Cement Concrete Pavements.
c, D2196-05, Method A, Standard Test Methods for Rheological Properties of
Non-Newtonian Materials by Rotational (Brook�eld type) Viscometer.
d. D217 - 02, Standard Test Methods for Cone Penetration 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, Standard 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 Emulsif ed Asphalt.
3. Texas Department of Transportation
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321273-2
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 Cracic Sealant.
3 c. Tex-544-C, Rubber Content for Rubber-Asphalt Crack Sealant,
4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 - ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7
8
9
10
11
12
13
14
15 1.7
A. Test and Evaluation Reports
1. Prior to installation, CONTRACTOR shall furnish the City certification by an
independent testing laboratory that the crack sealant fcom each lot of sealant to be
used, meets the requirernents of this Section.
2. The manufacturer of the cracic sealant shall have a minimum two-year
demonstrated, documented successful field performance with asphalt and concrete
pavement crack sealant systems. Verifiable documentation shall be submitted to
the City.
CLOS�OUT SUBMITTALS [NOT USED]
I6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED)
18 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
19 1.11 FIELD CONDITIONS
20 A. Weather Conditions
21 1. Place mixture according to manufactur•er specifications.
22 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
23 and moisture conditions of the roadway surface are suitable in the opinion of the
24 City.
25 1.12 WARRANTY [NOT US�D]
26 PART 2 - PRODUCTS
�
28
29
30
31
32
33
34
2.1 OWN�R-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS & EQUIl'M�NT
A. Materials
1. Use materials approved by the City,
2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D
6690-07 and ASTM D 5329-09 and Tables 1 and 2.
a. Polymer modified asphalt-emulsion cracic sealer must meet the requirements of
Table 1,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July l, 2011
321273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
1 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FI�LD 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 ACTIVITI�S [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACI3MENTS [NOT USED]
11 END OF SECTION
�
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CON3TRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
321320-1
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 1 of 5
1
2
SECTION 32 13 20
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
3 PARTl- G�NERAL
4 l.l SUMMARY
5 A. Section Includes
6 1. Concrete sidewallcs
7 2. Driveways
8 3. Barrier fi�ee ramps
9
10
11
12
13
14
15
16
17
B, Deviations from City of Foj-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 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
18 1.2 PRICE AND PAYMENT PROCEDURES
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
A. Measurement and Payment
1. Measurement
a, Concrete sidewalk: measure by the square foot of completed and accepted
sidewalk in its final position by thicicness and type.
b. Driveway: measure by the square foot of completed and accepted driveway in
its final 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, Bayrier free ramps: measure by each unit of completed and accepted barrier
free ramp per type by width of connecting sidewalk including:
1) curb ramp
2) landing and detectable warning surface as shown on the plans.
3) adjacent flares or side curb
2. Payment: contcact unit price bid for the work pei•formed 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 necessaiy to complete the
work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321320-4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER �REE RAMPS
Page 4 of 5
1
2
3
4
5
6
7
8
9 B.
10
11 C.
12
13
14
IS
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
3. Driveways shall have a minimum thickness of 6 inches. Standard cross-siopes for
wall<s shall be 2 percent max in accordance with current TAS/TDLR guidelines.
The construction of the driveway approach shall include the variable height radius
curb in accordance with the plans and details.
4. All pedestrian facilities shall comply with provisions of TAS including location,
slope, widtl�, shapes, texture and colo�•ing. Pedestrian facilities installed by the
CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS
(no separate pay).
Forms: Forms shall be securely staked to line and grade and maintained in a true
position during the depositing of concrete.
Reinforcement: see Section 32 13 13,
D. Concrete Placement: see Section 32 13 13.
E. Finishing
1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
even surface.
2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
3. Provide exposed aggregate finish if specified.
4. Edge joints and sides shall with suitable tools.
F. Joints
l. Expansion joints for sidewall<s, driveways and barrier free ramps shall be formed
using redwood.
2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
foot intervals for 5 foot wide and greater sidewalk.
3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
driveways, curbs, formations, other sidewalks and other adjacent old concrete work.
Similar material shall be placed around all obstructions protruding into or through
sidewalks or driveways.
4. All expansion joints shall be 1/2 inch in thickness.
S. Edges of all construction and expansion joints and outer edges of all sidewalks shall
be finished to approximately a 1/2 inch radius with a suitable finishing tool.
6. Sidewalks shall be marked at intervals equal to the width of the walk with a
marking tool.
7. When sidewalk is against the curb, expansion joints shall match those in the curb.
G. Bairier Free Ramp
1. Furnish and install brick red color pre-cast detectable warning Dome-Tile,
manufactured by StrongGo Industries or approved equal by the City.
2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
landing where the pedestrian access route enters the street,
3. Locate detectable warning surface so that the edge nearest the curb line is a
minimum of 6-inch and maximum of 8-inch from the extension of the face of the
curb.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECtFICATION DOCUMENTS 01921
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
321320-5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 5 of 5
4. Detectable warning Dome-Tile surface may be cuived along the corner radius.
5. Install detectable war�ling surface according to manufacturei's instructions.
3.5 [ItEPAIR]/ [It�STORATION] [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 USED)
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT US�D]
3.14 ATTACHMENTS [NOT US�D]
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
14
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321613-(
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 5
1
2
3
SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PARTl- GENERAL
5 1.1 SUMMARY
6
7
8
9
1p
I1
12
13
14
15
16
17
18
19 1.2
20
21
22
23
24
25
26
27
28
29
30
31
32
A, Section Includes
1, Concrete Curbs and Gutters
2. Concrete Valley Gutters
B. Standard Detail
1. Typical Street Construction Details
C. Deviations from City of Fort Worth Standards
1. None
D, Related Speciftcation 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 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. Concrete Curb and Gutter: measure by the linear foot of the height speci�ed
complete and in place.
b. Concrete Vailey Gutter: measure by the square yard per thickness comptete and
in place;
2, Payment: contract unit price bid for the work performed and all materials furnished.
a, Subsidiary work and materials include;
1) preparing the subgrade
2) furnishing and placing all materials, including foundation com•se,
reinforcing steel, and expansion matej•ial
3) all manipulation, labor, tools, equipment, and incidentals necessaiy to
complete the work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July I, 2011
32 16 13 - 2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 1.3 R�FElt�NCES [NOT USED]
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT USED]
5
0
1.7 CLOSEOUT SUBMITTALS (NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED)
8 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD CONDITIONS
10
ll
12
A. Weather Conditions: see Section 32 13 13.
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
13 2.1 OWN�R FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MAT�RIALS
15
16
17
18
19
20
21
22
23
24
25
26
A. Foj•ms: see Section 32 13 13.
B. Concrete: see Section 32 13 13.
C. Reinforcement: see Section 32 13 13.
D. Joint Filler.
l. Wood Filler; see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler:
a, Use only in areas where not pr•actical for wood boards.
b. Pre-molded asphalt board �ller: ASTM D545.
c. Install the requir�ed size and unifor•m thickness and as speci�ed in plans.
d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fber and/or mineral filler.
E. Expansion Joint Sealant: see Section 32 13 73.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-,13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0192 t
Revised July I, 2011
32 16 13 - 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 US�D]
5 3.2 EXAMINATION (NOT USED]
6 3.3 PREPARATIpN
7
8
9
10
11
12
13
14
15
16
17
_ 1-8
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Demolition / Removal: See Section 02 41 13.
3.4 INSTALLATION
A. Forms
1. Extend forms the full depth of concrete.
2. Wood forms: minimum of 1-1/2 inches in thickness.
3. Metal Forms: a gauge that shall provide equivalent rigidity and strength.
4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be
� rejected. � �
B. Reinforcing Steel.
1. Place all necessary reinforcement for City approval prior to depositing concrete.
2. All steel must be free from 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 intersections 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 concrete to maintain a horizontal surface.
2. Work concrete into all spaces and around any reinforcement to form a dense mass
free from voids.
3. Work coarse aggregate away from contact with the fo�7ns
4. Hand-Laid Concrete — Curb and gutter.
a. Shape and compact subgrade to the lines, grades and cross section shown on the
plans,
b. Lightly sprinkle subgr•ade material irnmediately before concrete placement.
c. Deposit concrete into forms.
d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
finished curb unless otl�erwise approved,
5. Machine-Laid Concrete — Curb and Gutter.
a, Hand-tamp and sprinkle subgrade material before concrete placement.
b. Provide clean surfaces for concrete placement.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
321613-4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
6.
7.
c. Place the concrete with approved self-propelled equipment.
1) The forming tube of the extrusion machine or the form of the slipfoym
machine must easily be adjustable vertically dw�ing the forward motion of
the machine to provide variable heights necessaiy to conform to the
established gi•adeline.
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 inteivals and at
intersection returns and other rigid structures.
b, Place tooled joints at 15-foot intervals or matching abutting sidewallc joints and
pavement joints to a depth of 1'/z 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. Malce expansion joints perpendicular and at right angles to the face of the curb.
f. Neatly trim any expansion material extending above the �nished 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 cu��b and gutter are
required,
i. Instal( 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 breaker and terminate with a dowel cap that
prpvides a minimum of 1 inch fi�ee expansion.
k. Support dowels by an approved method.
31 ' D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
321613-5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
3.5 [REPAIR]/ [RESTORATION] [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJiJSTING [NOT USED]
3.10 CLEANING [NOT USED)
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
32 91 19 - 3
TOPSOIL PLACEMENT AND FINiSHING OF PARKWAYS
Page 3 of 3
1 1.
2 2.
3
4 3.
5
6 4.
7
8
9
lQ 5,
11
12
13 6.
14 7.
15
16
17
18
19
20
21 3.5
22 3.6
23 3.7
24 3.8
25 3.9
26
27
Smoothly shape parkways, shoulders, slopes, and ditches.
Cut parl<ways to �nish grade pt•ior to the placing of any improvements in or
adjacent to the roadway.
In the event that unsuitable material for parkways is encountered, extend the depth
of excavation in the parkways six inches and backfill with top soil.
Malce standard parkway gi•ade perpendicular to and draining to the curb line,
a, Minimum; 1/4 inch per foot.
b, Maximum:4:1.
c, City may approve variations from these requirements in special cases.
Whenever the adjacent property is lower than the design curb grade and t•unoff
drains away from the sh�eet, the parlcway 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 walk), the grade may slope up or down at maximum
slope of 4:1.
B. Placing of Topsoil
1. Spread the topsoil to a unifoi•m loose cover at the thicicness specified.
2. Place and shape the topsoil as directed.
3. Hand ralce finish a minimum of 5 feet from all flatwork
4. Tamp the topsoil with a light roller or other suitable equipment.
[REPAIR]/ [RESTORATION] [NOT USED]
RE-INSTALLATION [NOT USED]
FIELD QUALITY CONTROL [NOT USED]
SYSTEM STARTUP [NOT US�D]
ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
28 3.12 PROTECTION [NOT USED]
29 3.13 MAINT�NANCE [NOT USED]
30 3.14 ATTACHMENTS [NOT US�D]
31
32
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
33
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
329213-I
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 7
1
2
3
4
SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
PART1- GENERAL
1.1 SUMMARY
5 A. Section Inciudes
6 1. Furnishing and installing grass sod and permanent seeding as shown on plans, or as
7 directed.
8 B. Deviations fi•om City of Fort Worth Standards
9 1. None
10
11
12
13
14 1.2
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31 1.3
32 1.4
33 1.5
34 1.6
35
36
37
38
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. 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
necessary to complete the work.
b. Seeding: contract unit price and total compensation for furnishing 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 necessary to complete the work.
REFERENCES [NOT USED]
ADMINISTRATIVE REQUIREMENTS [NOT USED]
ACTION SUBMITTALS [NOT USED]
INFORMATIONAL SUBMITTALS
A. Seed
1. Vendors' certification 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 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
329213-2
HYDROMULCHTNG, SEEDING AND SODDING
Page 2 of 7
1
2
3
4
5 1.7
6 1.8
7
8
2. All seed shall be tested in a laborato�y with certified results presented to the City in
writing, prior to planting.
3. All seed to be of the previous season's crop and the date on the container shall be
within twelve months of the seeding date.
CLOSEOUT SUBMITTALS [NOT USED]
MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING
9 A. Blocl< Sod
10 1. Protect fi•om exposure to wind, sun and fi•eezing.
11 2. Keep stacked sod moist.
12 B. Seed
13 1, If using native gi•ass or wildflower seed, seed must have been haivested 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.
17
18
19
20
21
C. Fertilizer
1. Provida fertilizer labeled with the analysis.
2. Conform to Texas fertilizer law.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
22 PART 2- PRODUCTS [NOT USED]
23 2.1 OWNER-FURNISHED PRODUCTS (NOT USED]
24
25
26
27
28
29
30
31
32
33
�4
35
36
37
38
39
40
2.2 MATERIALS AND EQUIPMENT
A. Materials
l, Blocic Sod
a. Sod Varieties (match existing if applicable)
1) "Stenotaphrum secundatum" (St. Augustine grass),
2) "Cynodon dactylon" (Common Bermudagrass), �
3) "Buchloe dactyloides" (Buffalograss),
4) an approved hybrid 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 thicl<ness: 3/4 inch
e. Maximum grass height: 2 inches
f. Acceptable growing beds:
1) St. Augustine grass sod: clay ot• clay loam topsoil,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
329213-3
HYDROMULCHING, SEEDING AND SODDiNG
Page 3 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
g. Dimensions.
1) Machine cut to uniform soil thicl<ness.
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) detennined 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 cei�tain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure live seedT(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 dactylon 85 90
75 Bermuda (hulled) cynodon dactylon 95 90
27
28
29
2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass lolium mult�orum 85 90
75 Bermuda (unhulled) cynodon dactylon 95 90
30
31
32
33
c. Native Grass Seed
1) Plant between February 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 Gi•ass*
Sand Lovegrass*
Big Bluestem
Eastern Grama
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dacryloides
Sorghastrum nutans
Eragrostis trichodes
Andropogon gerardii
Tripscacum dacryloides
HMAC SURFACE OVERLAY (2012-13)
01921
329213-4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 7
1
2
3
4
5
6
7
8
9
10
I1
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
1.2
1.8
10.0
Blue Grama Bouteloua gracilis
Switchgrass Panicum virgatum
Prairie Wildrye* El�nnus canaclensis
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 Name
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias tubei•osa
2.0 Clasping Coneflower* Rudbecicra amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena C�erbena bipinnntifrda
8.0 Texas Yellow Star Lindheimer•i texana
8.0 Winecup Callirl7oe involcrata
2.0 Blacl<-eyed Susan Rudbeckia hi��ta
18.0 Cutleaf Daisy Engelmannia pinnatifrda
2.0 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azu��ea
2,0 Plains Coreopsis Cof•eopsis tincto��ia
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot or 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 or hydraulic planting of seed.
b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products
(waste products from paper mills oc recycled newspaper).
c. No growth or germination inhibiting factors.
d. No more than ten percent moistur�e, air diy weight basis.
e. Additives: binder in powder form.
f. Form a strong moisture t•etaining mat.
4. Fertilizer
a. acceptable condition for distribution
b, applied uniformly over the planted area.
c. Analysis
1) 16-20-0
2) 16-8-8
d. Fertilizer rate:
1) Not required for wildflower seeding,
2) Newly established seeding areas - 100 pounds of nitrogen per acre.
3) Established seeding areas - 150 pounds of nitrogen per• acre.
5, Topsoil: See Section 32 91 19.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
329213-5
NYDROMULCHING, SEEDtNG AND SODDING
Page 5 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
6. Water: clean and free of industrial wastes or other substances harmful to the
germination of the seed or to the growth of the vegetation.
7. Soil Retention Blanket
a. "Curlex T" fi�om American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL or approved equal,
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATTON [NOT USED]
3.3 PREPARATION
A. Surface Preparation: clear surface of all material including;
1. Stumps, stones, and other objects larger than one inch.
2. Roots, brush, wire, stakes, etc.
3. Any objects that may interfere with seeding or maintenance.
B. Tilling
1. Compacted areas: till one inch deep.
2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
seed/water run-off.
3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees,
3.4 INSTALLATION
A. Block Sodding
1. General:
a. Place sod between curb and walk and on terraces that is the same type grass as
adjacent grass or existing lawn,
b. Plant between the aver•age last freeze date in the spring and 6 weeks prior to the
average first freeze in the fall.
2. Installation
a. Plant sod specified after the area has been completed to the lines and grades
shown on the plans with 6 inches of topsoil.
b. Use care to retain native soil on the roots of the sod during the process of
excavating, hauling and planting.
c. Keep sod material moist from the time it is dug until planted.
d. Place sod so that the entire area designated for sodding is covered.
e, Fill voids left in the solid sodding with additional sod and tamp.
f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
slope,
g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the
firm earth in areas that may slide due to the height or slope of the surface or
nature of the soil.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
329213-6
HYDROMULCHING, SEEDTNG AND SODDING
Page 6 of 7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
3. Watering and Finishing
a. Furnish water as an ancillaiy cost to CONTRACTOR by means of temporaiy
metering / irrigation, water trucl< or by any other method necessaiy to achieve
an acceptable stand of tui•f as defined in 3,13.B.
b. Thoroughly water sod immediately after planted.
c, Water until established.
d, Generally, an arnount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted. If applicable,
plant laige areas by irrigation zones to ensure areas are watered as soon as they
are planted.
B, Seeding
2.
3,
:�
5
l. General
a, Seed only those areas indicated on tlle plans and areas disturbed by
construction,
b. Mark each area to be seeded in the field prior to seeding for City approval.
Broadcast Seeding
a. Broadcast seed in two directions at right angles to each other,
b. Harrow or rake lightly 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,
Mechanically Seeding (Drilling);
a. Unifor�mly 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 pr•ovided
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 pasture or rangeland type
drill.
d. Drill on the contour of slopes
e. After planting roll with a i•oller integral to the seed drill, or a corrugated roller
of the "Cultipacker" type.
f. Roll slope areas on the contour.
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-lilce 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 areas shown on the
plans or as directed,
Fertilizing: uniformly apply fertilizer over seeded area.
6. Watering
a. Furnish water by means of temporaiy metering / iimigation, water trucic or by
any other method necessaiy to achieve an acceptable stand of turf as de�ned 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 SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
0192t
329213-7
HYDROMULCHiNG, SEEDING AND SODD[NG
Page 7 of 7
1 c. Water as direct by the City at least twice daily for 14 days after seeding in such
2 a manner as to prevent waslling of the slopes or dislodgement of the seed.
3 d. Water until �nal acceptance.
4 e. Generally, an amount of water that is equal to the average amount of rainfall
5 plus one half inch per week should be applied until accepted.
6 3.5 [REPAIR]/ [RESTORA.TIONj [NOT USED]
7 3.6 RE-INSTALLATION [NOT USED]
8 3.7 FIELD QUALITY CONTROL [NOT US�D]
9 3.8 SYSTEM STARTUP [NOT USED]
10 3.9 ADJUSTING [NOT USED]
11 3.10 CL�ANING [NOT US�D]
12 3.11 CLOSEOUT ACTIVITIES
13 3.12 PROTECTION [NOT USED�
14 3.13 MAINTENANCE
15 A. Block Sodding
16 1, Water and mow sod until completion and final acceptance of the Project or as
17 directed by the City.
18 2. Sod shall not be considei�ed finally accepted until the sod has started to peg down
19 (roots growing into the soil) and is free from dead blocks of sod.
20 B. Seeding
21 1. Water and mow sod until completion and final acceptance of the Project or as
22 directed by the City.
23 2. Maintain the seeded area until each of the following is achieved:
24 a. Vegetation is evenly dist�•ibuted,
25 b, Vegetation is fi•ee from bare areas.
26 3. Turf will be accepted once fully established.
27 a. Seeded area must have 100 percent growth to a height of three inches with one
28 mow cycle performed by the CONTRACTOR prior to consideration of
29 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 (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
330514-1
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page I of 6
1
2
3
SECTION 33 OS 14
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
GRADE
4 PART1- GENERAL
5 l.l SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous sti•uctures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 1, None.
Il
12
13
14
IS
16
17
18
19
20
21
22
23 1.2
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
C. Related Specification Sections include, but ace not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of tl�e
Contract
2. Division 1— General Requir•ements
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 Protection
PRIC� AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Manhole — Minor Adjustment
a. Measurement
1) Measurement for this Item shall be per each adjustment using only grade
rings or other minor adjustment devices to a gi•ade specified on the
Drawings.
b, Payment
1) The work performed and the materials furnished in accof•dance with this
Item will be paid for at the unit py�ice 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) Furnishing, placing and compaction of embedment and backfill
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
330514-2
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 2 of 6
2
3
4
5
6
7
8
9
10
I1
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
2
3
4.
7) Clean-up
Manhole - Major Adjustment
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structura]
modifications to manhole to a grade specifed 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
Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modiiications to inlet to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Inlet Adjustment"
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modi�cations
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Valve Box
a. Measurement
1) Measurement for this Item shal] be per each adjustment to a grade specified
on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "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) Claan-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20] ]
HMAC SURFACE OVERL,AY (2012-13)
01921
330514-3
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
2t
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
F
Q
7
Cathodic Protection Test Station
a. Maasurement
1) Measurement for this Item shall be per each adjustmenC to a g�•ade specified
on the Drawings.
b. Paytnent
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Cathodic Protection
Test Station Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Fire Hydrant
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring stem
extensions to meet a grade specified by the Di•awings.
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 "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) Fui•nishing, placing and cornpaction of embedment and backfill
7) Clean-up
Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring st��uctural
modi�cations to said structure to a grade specified on the Di•awings.
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 "Miscellaneous Structure
AdjustmenY' comp(eted.
c. The pi•ice 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 bacl<fill
d. Clean-up
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
330514-4
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 4 of 6
1 1.3 REFERENCES
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 Speci�cation, 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 R.EQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT US�D]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMTTTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANC� [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-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
20 2.2 MATERIALS
21 A. Cast-in-Place Concrete
22 1. See Section 03 30 00.
23 B, Modifications to Existing Concrete Structures
24 1. See Section 03 80 00.
25 C. Grade Rings
26 1. 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 (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised 7uly I, 201 I
330514-5
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
1
2
3
4
5
6
7
1, See Section 33 04 11.
H. Cast-in-Place Concrete Manholes
1. See Section 33 39 10.
I. Precast Concrete Manholes
1. See Section 33 39 20,
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION
11 A. Verification of Conditions
12 1. Examine existing structure to be adjusted, for damage or defects that may affect
13 gi•ade adjustment.
14 a. Report issue to City for consideration before beginning adjustment,
15 3.3 PI2�PARATION
16 A. Grade Verification
17 1. On major adjustments confirm any g��ade 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
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitajy sewer adjustment j•eplace 24-inch frame and cover assembly with
30-inch frame and cover assembly per TCEQ requirement.
2. On manhole major adjustments, inlets and miscellaneous sti�uctures protect the
bottom using wood foY•ms shaped to fit so that no debris blocks the invei-t 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 gt�ade rings necessary to rneet 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
l. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
the Drawings.
C. Backfill and Grading
1. Back�ll area of excavation surrounding each adjustment in accordance to Section
33 OS 10.
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
�
330514-6
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
1 3.5 REPAIR / RESTORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELp [oa] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITI�S [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
347113-1
TRAFFIC CONTROL
Page 1 of 5
1
2
SECTION 34 71 13
TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Installation of Traffic Conti•ol Devices and preparation of Traffc Control Plans
7 B. Deviations from this City of Foj-t Worth Standard Specification
8 1. None.
9 C, Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDUR�S
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
A. Measurement and Payment
1. Installation of Traffc 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 "Measurernent" 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. Measurernent
1) Measurement for this Item shall be per week for the duration of use.
b, Payment
1) The work perfofined and materials furnished in accordance to this Item and
measured as provided under "Measur•ement" shall be paid for at the unit
price bid per week for "Portable Message Sign" rental.
c. The price bid shall include:
1) Delivery of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-13)
01921
34 71 l3 - 2
TRAFFIC CONTROL
Page 2 of 5
1
2
3
4
5
6
7
8
9
10
11
12
13
3. Preparation of Ti�affic Cont�-ol Plan Details
a. Measurement
1) Measurement for this Item is per each Traffic Control Detail prepared,
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 "Traffic Control Detail"
prepared.
c. The price bid shall include:
1) Preparing the Traffic Conh�ol Plan Details
2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
(TMUTCD)
3) Obtaining the signature and seal of a licensed Texas Professional Engineer
4) Incoi�poration of City comments
14 1.3 REFERENCES
15
16
17
18
19
20
21
22
23 1.4
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Speci�cation, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD),
3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transportation, Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges.
ADMINISTRATIVE REQUIREMENTS
24 A. Coordination
25 1. Contact Traffc Services Division (817-392-7738) a minimum of 48 hours prior to
26 implementing Traffic Control within 500 feet of a traffic signal.
27 B, Sequencing
28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first
29 approved by the City and design Engineer before implementation,
30 1.5 SUBMITTALS
31
32
33
34
35
36
37
38
39
40
41
A. Provide the City with a current list of qualified flaggers before beginning flagging
activities. Use only flaggers on the qualified list.
B. Obtain a Street Use Permit fi•om the Street Management Section of the Traffic
Engineering Division, 311 W. l Oth Street. The Traffic Control Plan (TCP) for the
Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
C. Traf�c Cont�•ol Plans shall be signed and sealed by a licensed Texas Professional
Engineer.
D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
Specifications. The Contractor will be responsible for having a licensed Texas
Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 2011
1
2
3
4
5
0
34 71 13 - 3
TRAFFIC CONTROL
Page 3 of 5
E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
changes to the Traffic Control Plan(s) developed by the Design Engineer,
F. Design Engineer will furuish standard details for Traffic Control.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED]
9 1.11 FIELD [SITE] CpNDITIONS [NOT US�D]
10 1.12 WARRANTY [NQT USEDJ
m
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED �oa) OWN�R-SUPPLIED PRODUCTS [NOT USED]
2.2 ASSEMBLI�S ANIa MATERIALS
A, Description
1. Regulatory Requirements
a, Provide Traffic Control Devices that conform to details shown on the
Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control
Device List (CWZTCDL).
2. Materials
a. Traffic Control Devices must meet all reflectivity requirements included in the
TMUTCD and TxDOT Specifications — Item 502 at all times during
construction.
b. Electronic message boards shall be provided in accordance with the TMUTCD.
2.3 ACCESSORIES (NOT US�D]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 EXAMINATION [NOT USED]
3.2 PREPARATION
29 A. Protection of In-Place Conditions
30 1. Protect existing traffc signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
33 the Drawings and as directed,
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July I, 201 I
34 71 13 - 4
TRAFFIC CONTROL
Page 4 of 5
B. Install Traf�c 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 Traf�c Control Plan without the approval of the Engineer,
4 1, Minor adjustments to meet feld constructability and visibility are allowed,
5
6
7
8
9
D. Maintain Traffic Control Devices by taking corrective action as soon as possible.
1. Corrective action includes but is not limited to cleaning, replacing, straightening,
covering, or removing Devices.
2. Mainfain the Devices such that they are properly positioned, spaced, and legible,
and that retroreflective characteristics meet requirements during darkness and rain.
10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
11 and state laws (by failing to furnish the necessaty 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 precautionary measures be taken 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 constructed 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 from d�•iveways or side sh�eets.
20 H. To facilitate shifting, barricades and signs used in lane closures or traf�c staging may
21 be erected and mounted on portable supports.
22 1. The support design is subject to the approval of the Engineer,
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 traffic signals become inoperable as a result of construction
operations, the Contractor shall provide portable stop signs with 2 orange flags, as
approved by the Engineer, to be used for Traffic Control.
K. Flaggers
1. Provide a Contractor representative who has been certified as a flagging instructor
through courses offered by the Texas Engineering Extension Service, the American
Traffic Safety Services Association, the National Safety Council, or other approved
organizations.
a. Provide the certi�cate indicating course completion when requested.
b, This representative is responsible for training and assuring that all flaggers are
qualified to perform flagging duties.
2. A qualified flagger must be independently certified by 1 of the organizations listed
above or trained by the Contractor's certified flagging inst�-uctor.
3. Flaggers must be courteous and able to effectively communicate with the public.
4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMUTCD.
5. Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for the safety and convenience of public travel and Contractor's
personnel, and as shown on the Drawings or as directed by the Engineer.
a. These flaggers shall be located at each end of the lane closure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
HMAC SURFACE OVERLAY (2012-13)
01921
3471 13-5
TRAFF[C CONTROL
Page 5 of 5
1 L. Removal
2 1. Upon completion of Work, remove fi�om the Site all barcicades, 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 It�PAIR / RESTORATION [NOT US�D]
6 3.S RE-INSTALLATION [NOT USED]
7 3.6 FIELD [on] SITE QUALITY CONTROL [NOT USED]
8 3.7 SYSTEM STARTUP [NOT USED]
9 3.8 ADJUSTING [NOT US�D]
10 3.9 CLEANING [NOT USED)
11 3.10 CLOSEOUT ACTIVITIES [NOT USED]
12 3.11 PRQTECTION [NOT USED)
13 3.12 MAINT�NANC� [NOT USED]
14 3.13 ATTACHMENTS [NOT USED]
15
�
END OF 5ECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
17
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-13)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 201 I
APP�NDIX
GC-4.01 Availability of Lands: N/A
GC-4.02 Subsurface and Physical Conditions: Under Soil L,ab / Test Reports in Buzzsaw
GC-4.04 Underground Facilities: N/A
GC-4.06 Hazardous Environmental Condition at Site: N/A
GC-6.06.D Minority and Women Owned Business Enterprise Compliance: Included
GC-6.07 Wage Rates: Included
GC-6,09 Permits and Utilities: N/A
GC-6,24 Nondiscrimination: "None"
GR-01 60 00 Product Requirements: N/A
SP-01 Special Provisions: Included
CITY OF FORT WORTH HMAC SURFACE OVERLAY (2012-]3)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01921
Revised July 1, 201 I
SP�CIAL PROVISIQNS
Page 1 of 2
32 13 20 — Concrete Driveways; Contractor shall backfill around the driveway within �ve (5)
worlcing days from pouring the driveway; if the contractor fails to complete the backiill within five
(5) working days, a$100 dollars liquidated damage will be assessed per block per day.
32 13 20 — Sidewalks: Contractor shall bacic�ll around the sidewallc within �ve (5) wor]<ing days
from pouring the sidewalk; if the contractoi• 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 bacl<fill the wheelchair camp within �ve (5) worlcing days
from pouring the ramp; if the contractor fails to complete the backfill within five (5) working days, a
$100 dollars liquidated damage will be assessed per blocic per day.
32 16 13 — Concrete Curb and Gutters: Contractor shall backfill behind the curb within itve (5)
wori<ing days from the day of completing the cm•b and gutter, if the contractor fails to complete the
bacicfill within �ive (S) working days, a$100 dollars liquidated damage will be assessed per block per
day,
32 16 13 - Concrete Valley Gutters: Worlc shall be completed on each half within five (5) worl<ing
days; if the contractor fails to complete the wor]< on each half within five (5) woricing days, a$100
dollars liquidated damage will be assessed per each half of the valley gutter per day.
02 41 15 - Pulverization: Shall be completed within 10 woi•lcing days from the day of completing
"flat-worlc" 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 worl<ing days from 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 completed within 10 worlcing days from 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) working days from the day of completing the asphalt
qverlay on any street and the street shall be open to traffic within 10 working days; if the contractor
HMAC SURFACE OVERLAY (2012-13)
01921
Page 2 of 2
fails to install the speed cushions within the 10 days, a$100 dollat•s liquidated damage will be
assessed per each appurtenance 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 wo��king 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 11 33 - Asphalt Paving: Within five working days fi•om the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material, Failure to
complete this work within the specified time, $100 liquidated damage will be assesses per day per
block,
HMAC SURFACE OVERLAY (2012-13)
01921
I Y
�
Business Support
�� TRANSPORTATION AND PUBLIC WORKS
BUSINESS SUPPORT DIVISION
M/WBE REQUIRED DOCUMENTATION RECEIPT
,.
Official date and time
� � , �,
' L Bid Date:
Project Name
.
3
Project Manager:
Name:
Forms Submitted Bv:
Company: C/ �� ��cJ�'�-:,�c y
�-
�
l_J
��R� � �� H
Forms Received Bv:
�6
Business Support
TRANSPORTATION AND PUBLIC WORKS
BUSINESS SUPPORT DIVISION
M/WBE REQUIRED DOCUMENTATION RECEIPT
Official date and time
.�-- _-"i'. . 1• � n i �
° Bid Date:
��
Project Name
Project Manager:
Name:
Company:
,
Forms Submitted Bv:
Forms Received Bv:
��
�
l.J
���� � R� H
, ATTACHMENT1A
' Page 1 of 4
FORT WORTH
city of Fort wortn
! „
� �
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
JLB Contracting, LLC
PROJECT NAME: MNV/DBE X NON-M/W/DBE
HMAC Surface Overlay 2012-13 May 17, 2012
City's MIWBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
01921
16% 17.26%
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the
bid being considered non-responsive to bid specifications
MNVBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geog�aphic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwatl counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1 St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
�
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
u
� � FORT WORTH
, �
/ j`.�
�! � � � p; , AlTACHMENT 1A
Page 2 of 4
�I
�
��
�,
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address e M yy C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r g g T D W
E E R O B
C T E
A
SRC Concrete 1 X Miscellaneous $84,111
Construction, LLC Concrete
4700 Thomas Acres
Joshua, Texas 76058
817-360-8849
817-558-8569
Pat's Trucking 1 X Raw Materials $27,203
PO Box 534 Hauler
Bridgeport, Texas 76426
Atco Construction, Inc. 1 X Haul HMAC to $42,115
the job & excess
material away
Cowboy Trucking X Haul milled $1,610
HMAC from
project
Southern Asphalt 1 X Liquid Asphalt $142,031
3632 Lawnwood Street Supplier
Fort Worth, TX 76111-
5894
lJ
� � , i • �;I
ATTACHMENT 1A
FORT WORTH Page 3 of 4
�
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address e M yy C X M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r g g T D
E E C � E
A
��
Dustrollncorporated 1
2925 Hwy 114
Roanoke, Texas 76262
817-491-3603
817-491-2354
TXI
r- 1341 West Mockingbird
Lane
Dallas, TX 75247-6913
�
��
i�
L�
Milling Sub
$10,475
Raw Aggregate $18,446
& Spread
Cement
Supplier
��
FORT_�W�O�R.TH
T
ATTACHMENT 1A
- . ; -- j ; ,, , Page 4 of 4
; �i�
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 155,039.00
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 170,952.00
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 325,991.00
�L
11
��
u
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addifion. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Oiferor further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
perFormed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) year.
� �
James G. Humphrey
Chlef Executive Officer
Title
JLB Contracting, L.L.C.
Companv Name
PO Box 24131
Address
Fort Worth. Texas 76124
City/State/Zip
James G. Humphrey
Contact NamelTiUe (if different)
(817)261-2991 (817)261-3044
Telephone andlor Fax
E-mail Address
Mav 24. 2012
Date
U
City of �ort Warth, Texas
• • . ` ` • • , . .
� �.��
COUNGI�. ACTiQN: Appraved on 7/8/2008
������ �z:,:<o
DATE: Tuesday, July 08, 2008
l,4G NAME: 3QWAGE RATES REFERENC� Nt7.: �`*G-'16190
SUBJECT:
Adopt 2008 Prevailing Wage Rates far CitywAwarded Public-Works Projects
' �,�. :�,�,
RECOMM�NDA'TION:
It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City-awarded
public warks projects.
DISCUSSION:
Texas Government Code Chapfer 2258 requires that a public body awarding a contract for public works
shall determirie the �eneral prevailing rate of per diem wages f�r each craft or type of worker needed to
execute the contract, and shall specify In #he bid dacuments and in the contract the prevailing wage rates ln
ihat locality,
Each year The Quain Chapter of the Assaciated General Contractors, in conjunction with the Associatian af
Builders and Contraciars {ABC} and the Amarican Sub-Contractors Association (ASA), conduc#s a wage
rate survey far North 7exas construction. The attached 2Qp8 Prevailing Wage Rate data was compiled fram
that survey. .
�ISCAL fNFORIUTATIONiCERTIFICATI4N:
The Finance Director certifies that this action wiil have no material effect on City funds.
1'O FundlAc�ount/C�nters
F12t?M FundlAr�ountlCenters
Submiited for Cit..�Mar�g�r' ffice b.�.
Qriqinatina De�.artment Meadt
Additionai lnfarmation Contact:
Fern�ndo Gosta (8�76}
A. Dougfas Rademaker (6157)
Eric Bundy (7598)
2008 PREVAILING WAGE RATES
CONSTRUCTION INpIJSTRY
Project Name: HMAC Surface Overlay ( �
DOE Project Numbe�:
Mapsco Location:
- �
. ' : -
. � - -� �
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there wili be a
brief time that you may not have access to your residence or business. On the da s
specified below, vehicies can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
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 also 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 Street Project
Limits Name Limits Expected Construction Dates
Weather Permittin
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway From 6-20-06 to 7-4-06
d'
o '�i
N aV
� `r
O
W �
F-
Q
0
0
J
�O
Q O
��
�
�
� �
N �.-�d'
'� �
Z I-
� W
��
i
�
U�d
W � V
WUti., �Z�
tl. w Y � J �11
Z
a � m � O �
(�� � �
�� ��'~� ��I
I�ti� ��~ -
� ( ��~ti� ���'� �
�.`�``��`��`~
� `
�
�� ,
n�
�J.. /�
�a .
��. �
�
��
� ��
�
J J Z
L� _ �
Z t!1 Q
O' Q�
S
F-�
�
J
a
� `('Niw «s)
� s�iadn
��
�
�
� ;�
m�
��
�
�
� }-
��
C,9 O
m �
�
V� Q
0 U
O � O
a �
���
�
W
�
� �
� �
W �
� �
_ �
�
� _
� V
o :
o ~
� �
U a
0
a
�
�
�
�
-
�
STANDARD
� TABLE) —SIDEWAIK
i I
j-s- 4�-0" -�--I
�(DUMMY JOINT�
i SPACING) �
e � �
(sEE
TABLE) �y,,
STD. CURB �
& GU7TER �'�
�
6"
18'-0" F'OR DOUBLE DWY.
5EE NOTE 1
- �A
REINFORCE 6" �
DRIVE W/ #3 �
BARS � 18" �
o.c.e.w. '
�
i
I
� �
� SEE �
NO1E 2 ,
REINFORCE 4" WALK
W1TH ,�3 BARS �
�a" o.c.e.w.
R.O.W.
I
1 � i
HALF lENG1N PAID AS
ATTRCHEO CURS
� (CONC. PALEMENT ONLY)
\ EXPAN51bN JOINT
�(EXCEPT 5UP-FORMED),
EXPANSION JOINT � � A � 18" OR MATCH
(EXCEP7 SLIP-FORMED) 10'-0" MIN. SINGIE OWY. A5 DIRECTED
BY ENGINEER
17'-0" MIN. DOUBIE OWY.
20'-0" MIN. SINGLE DWY.
27'-0" MIN. DOUBLE DWY.
.
PAID PER L.F. AS CURB
OR CURB & GUTTER
DRIVEWAY PAY lJMIT 2�_9•
PARKWAY W10TH
A g
(5EE {SEE TABIE}
TABIE) 4'-0" SIDEWALK ��_3^ tg�
LAYDOSYN 5TANDARD
2 CURB � �SCURB
3 "
� SEE NOlE 3 W� DETAIL)
U V
Q
�
6"
( � -- '.. �� � .
2" SAND SEE NOTE 4
CUSHION OR
APPROVED
SUBGRADE
SEC110N A-A
PARKWAY DIM "A" OIM 'B°
WiDTH ..
ta' 1' 9'
1l' TO 14' 2' TO 5' 9'
15 TO 19' 3' TO 7' 12'
20' TO 22' 5' TO 7' 15'
1' � 1'�
� ,
STA8ILIZEO
SUBGRADE
�
DRIVEWAY NOTES:
1. PROt/tDE it" PREMOL.DEQ EXPANSION JOINT & SILICONE JOINT SEALAN7, ONLY IF
CONNECTiNG TO EXISTING CONCRETE DRIVE OR S(DEWALK (SU6SIDIAf2Y TO DRIVEWAY).
DOWEL (NTO EXISTING CONCRETE DRIVEWAY NATN #4x24" BARS � 18" O.C.
2. OUMMY JOINT IN DRIVEWAY RAMP IS OPTIONAL l�4 11'-0" DRIVEWAY QNLY.
3. SIDEWAiX SLOPE SHAl1 BE Y4 PER FOOT TO TNE FACE OF CURB, OR AS DIRECTED
BY 11-iE ENGINEER.
4. SIDEWAIK SECl10N THRU DRIVEWAY TO BE POURED SAME TNlCKNES5 A5 DRIYEWAY
APPROACH, ANO PAIO FOR AS DRIVEWAY APPROACH. EXIS?1NG SIOEWAIK, IF ANY,
SHAI_t_ 8E REMOVED AND REPtACED.
CITY �F FORT WORTH, TEXAS
DRIVEWAY APPROACH
DATE: 08-2Q06
STR-017
NOTE: GUTTER TO BE SHAPED TO
CONFORM WI7H CONCRETE
VALLEY (OR PAVEMENT)
EXPANSION
JafNTS
�
A --�-1
/
/
� �/ c0� _—
��
��
ZV
U�
EXPANSION
JQIN7S
A -,�-1 � �/
e `INT�RSECTiNG VALLEY
PLAN VIEW
4" MIN. �
(OR EQUAL
TO ADJOINING
PVMT. DEPTH) �
` - �' • - � - �
: • :
� ��
, z�w ���^� � rY � ��i✓i�fi� :rc.»�sv+r �., y.r.r.n•_.._. r•'�....���-ti.:
i . �..� -1�.3+'.,'.:, ._ +.r.._/t.`G �~yt� ���: c�- tv•-�',��.Yc:i�i
�. �..,�.hn.S _ ..�1 ^�`w1[� ?� ,.,r_�S.
: •
(RESIDENTIAL STREETS)
SECTION A-A
TRANSITION SECTION
(FOR VALLEYS CROSSING MAJOR STREETS)
DISTANCE FRQM CROWN
�, OF DIP
�' O.QaO'
5� 0.041'
1 a' 0.083'
20' 0:208'
30' 0.333'
' 4-�� 0.458'
5Q' 0.500'
THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE
THE 70P 7" OF THE PAVEMENT WITH 7HE REMAINING,
PORTiQN OF PAVEMENT TO SE CONSTRUCTED INC�UDING
SUBGRADE TREATMEN7,(N ACCORDANCE WlTH THE
TYPICAL PAViNG ,SECTION. THE CONCRETE VA��EY N!!LL
BE GOVERNED ACCORQtNG TO CITY STANDARDS FOR
CONCRETE CURB & GUTTER. TNE CONCRETE SHALL
CONSIST OF WASHED AND SCREENED AGGREGATE WITH
A MINIMUM OF FIVE (5) SACKS OF CEMEN7 PER CUBIC
YARD OF CONCRETE IN PLACE WITH A MINIMUM
FLEXURAL STRENGTH OF 550 POUNOS PER SQUAREINCH
AT SEVEN DAYS WITH CENTER LOAOING. .
��� CITY OF FORT WORTH, TEXAS DATE: 06-2007
.—��
CONCRETE VALLEY GUTTER STR-001
"°" Dia. Hole
th 302 Stainless
el Roll Pin
Cross Section view
—"�"� f'F'—' 10 or 12 gege G90 galvenized steel
2
O"3 H� '
_-.►3►' eight new aspheit overley
�
4
�— 3/4" thick �iser bar
EXDr �ilg L��BQC
��—� 1 �/64" Diameter holes 6
�
A.A.I.i. .� •� .�. A1.I.T
���Wti� � � � �•Y'MW
5 5/8" � 3/4" O.D.
_ a�� ,� 3/8" I. D.
3/8" - 16 Thrcad
Item Item Material Dexriptioa Ten�ile Tensile
Number Descri tioo Yield Ultimate
I 3�8" Rull Piro J02 Suinka Steel 11000 LB Doubk Shoa Strrn
1 Stal Skirt 12 w 10 ga�e �.l.S.i. t020 Sk�el (A-l6) 13.000 P S.I. 60.000 P.S.I
G-40 Galvaniaed
3 Weld 65'/.70'b ci� �I� 73 Q00 P S.I. 8J 000 P S.I
� l;�" wide Risa Bar }la Rolled Sted ,�II.S.I. 1020 A-36 33 000 P S.I. 60 000 P.S.1.
3 Rod Enas Fa�n� AI S.i. C-1030 Stal Hat Treatod 8F�1140 70,000 P S.I. 92,000 P S.1.
Zinc Ptued with Dict�rvrtiue Firush
6 T'umbucJck A I S I. 1020 .BFW 149 70.00p P$ I 80.000 P S 1
Lirc Pluad �4 in L,rcb�cka niy ���ar,a
Manhole Riser
� y
' S �
H �
� J Y
� � �
s �
r� s
� O �
• �'
w
�
s�z
f A
�a e
� w
�.��
��_:
_�:
w �
s
f Y �
' F
�
� `
w �„
• V
s �
w � ��
o �
J � 1
w
t �
g �
�
� � .�
o �
t
c �
�
�
•
�•
g
�
M
r
w
0 �� � a i J
���YTY Y� t i� r��. i'�'
s •
•J.�L' .� � g��-►�e ��
.. ' j Y •
B � d '��� ��
r � � "� �� ►-"p E
W � � � Q •_ `Y� r1t �
_ � � t
s s • � . � ,- 1 � j � : 1-
� �+ � t Y A r � s: O
`• T : ' " F= �L ��Mo��1� �r
� ,. W ` � � � : � w : y �
�
� � N �� g��Ws�4� o �o
� ►� _ �wo r+ �u
,•�• • ' � f � . o � r �
.... • • �
.. . .' .. : ...� ' w P� � O J J�� � � �
• 11M O1N1• MA00 1M • � � _ ~ �' � � � « : �
ory / .�/c 11711f1� \ �4 �: s • : � �
OM11 fYfl� 'O�t v � • � _ _ ► � �
\ ��—•� y yJ+� 1- Wyy i��
O
I y ` Ir �� r O � O L` � �. � L
Y
�,_ � r
< �
i1.0 � � �.. / ' v •�,� � � w
` � •
� � � � �
� M O
� �,�„� �
w
� �� ��
� '1P i/1 Q
s x
��
J
�
Z
�
�
�
�
�
it i
�
nvr „�-,� �
t
.' �. � ~
v �
� � V ■ .. �' � i �
� ( � � h � • :, . o �► �/i
` � o
. b � � � . � W
- il � I � ;
� T, �
�
�
'011Y ,0',� �u
•I, Z
•� •,�• �� s d W
..�; � � ��
w ;'. •_. ��M
� = y I,� O � �s
'• ,� O
V i y� M� �. . < i�
Y f � o '��� ' � •��
• O � � �� W i
« �- ''�: J w�
M o � � :'.. W �_
h �� r
F. � � �
t �, � y � Yi
Y � , �
� � ,.�
� �' � � ` �
iJ
s �
� � � R � ''.' � o � s Ie
i ., � ■ o
���w R � �<
s �
�- ! ': .
ii�.
'� . L�
► « - Y '' �
• •� � � � '� �
� » + � � �.
• ��
���� �
� �
r
�
��
�
4 �
�
�
_
;
�-
•
F
w
O
�
�
Addeadu� 3 370
HMAC SURFACE OVERLAY (2012-13)
Bik Limits Pro'ect_Name Street �imits Procedur Qt /l.M CD Mapsco
3500 - 3599 CORDONE CT WESTCREEK DR - W CUL-DE-SAC POL 0.14 3 89R
3500 - 3599 CRESTON CT WESTCREEK DR - SW CUL-DE-SAC PO� 0.1 3 89R
3550 - 3575 CROMART CT N WESTCREEK DR - CROMART CT S POL 0.27 3 89R
3550 - 3587 CROMART CT S WESTCREEK DR - CROMART CT N POL 0.24 3 89R
7100 - 7294 GARZA AVE MARKS PL - SOUTHWEST BLVD POL 0.27 3 73V
3400 - 3499 INDALE RD CAMP BOWIE BLVD - CLAYTON RD E POL O.G3 3 7AP
4100 - 4199 INMAN CT SARITA DR - KIRKLAND DR POL 0.38 3 89F
4200 - 4299 INMAN CT KIRKLAND DR - WESTDALE DR MOL 0.25 3 89K
7100 - 7299 KERMIT AVE MARKS PL - SOUTHWEST BLVD POL 0.29 3 74S
4300 - 4399 KIRKLAND DR SARITA DR - INMAN CT MOL 0.31 3 89K
3800 - 3899 REIDY ST DESERT RIDGE DR - MARKS PL POL 0.22 3 74S
4200 - 4299 SARITA CT SARITA DR - SW CUL-DE-SAC MOL 0.08 3 89G
3400 - 3431 WEILINGTON RD CAMP BOWIE BLVD - HANOVER RD POL 0.27 3 74P
5100 - 5148 WESTCREEK DR WESTFIELD AVE - SOUTHWEST LOOP 820 POL 0.31 3 90N
5129 - 5149 WESTCREEK DR PVMT CHANGE - SOUTHWEST LOOP 820 POL 0.31 3 90N
4300 - 4399 WESTDALE DR SOUTH DR - WEST�AKE DR MOL 1.14 3 89L
3000 - 3523 WESTFIELD AVE COCKRELL AVE - WESTCREEK DR POL 0.85 3 90N
3528 - 3599 WESTFIELD AVE WESTCREEK DR - SOUTH RIDGE TER POL 0.52 3 89R
6.38
HMAC SUlZFACE OVERLAY AT VARIOU� LOCATIONS (2012-13)
CITY PROJECT NO: 01921
TPW PROJECT NO: C293-541200-203620192183
STREET BY STREET QUANTITY DETERMINATION SPREADSHEET
, ,.��
� V � q � H
3 � � � � � � �
, , � ,
A A zA� �Az � a , � W
o a� W a o
a� � U'�r4' E"' is'i V�i U U i�i C,�j W� .�� A A ' �� A� �A
Z�� Z� �� H�E.+ E-��E-� �a �O� V�� VA �a �A E-Hwaa.
�cs ODU UV �U� �V� �v� WF4� A � F'v, � `�'E"'v�
a�'i a�''i � A F-� � � H� E-� F '"� H E-� �' �+
°' °' o x��a W��'a o�oa o�oa �a �a �a a �W �a a �W� a
� � a ��Aa U�Aa�, U�Ua U�Ua � �a ��Ua � �� ��O x `�O �� W � TOTAL
I I Aa �al � aA a.)
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0 Lumpsum
3 LF Remove & Replace Existing Concrete Curb and Gutter 95 85 80 110 600 960 210 160 510 310 360 3,480
4 LF install New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Replace 6-Inch Concrete Driveway 65 0 100 120 950 450 0 0 834 0 0 2,519
6 SF Remove & Replace 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 0 0 0 0 0 0 0 0 0 0 0
Ramp (w/ detectable warning dome-tile surface) p
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 0 0 0 0 0 0 0 0 0 0
dome-tile surface) p
13 SY Remove & Re lace Existing Concrete Valley Gutter 0 0 0 0 0 0 49 0 0 0 0 49
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 LF 6" Perforated Pipe Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Re lace 5-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 p
17 EA Remove & Replace 10-Ft. Storm Drain Inlet-To 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-inch Pavement Pulverization 1,631 1,450 1,950 1,890 1,796 2,925 0 2,532 1,914 0 1050 17,138
19 TN 26 Ib/sy Cement Modification 21 19 25 25 23 38 0 33 25 0 14 223
20 CY Unciassified Street Excavation 0 0 0 0 0 0 0 0 50 0 25 75
' 21 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
22 CY Asphalt Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
23 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
24 LF Wedge Milin , 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 0 0 0 0 1,060 0 0 1,380 0 2,440
25 EA Butt Joint-Milled 0 0 0 0 0 0 2 0 0 2 0 4
26 SY 2-Inch HMAC Surface Millin 0 0 0 0 0 0 0 0 0 0 0 0
27 GA Crack Sealin of Existing HMAC Pavement 0 0 0 0 0 0 15 0 0 75 0 90
28 SY 2-Inch Surface Course Type "D" Mix 1,631 1,450 1,950 1,890 1,796 2,925 1,674 2,532 1,914 2,125 1050 20,937
29 EA Remove & Re lace 30-Ft. S eed Cushion w/ Striping 0 0 0 0 0 0 0 0 0 0 0 0
30 EA Remove & Re lace 40-Ft. S eed Cushion w/ Stri ing 0 0 0 0 0 0 0 0 0 0 0 0
31 EA Water Valve Box Adjustment With Steel Riser 0 0 0 0 0 0 2 0 0 0 0 2
32 EA Water Valve Box Ad'ustment with Concrete Collar 2 0 2 7 1 2 0 0 2 0 1 17
33 EA Water Meter Box Adjustment 0 0 0 0 0 0 0 0 0 0 0 0
34 EA Manhole Ad'ustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
35 EA Manhole Ad'ustment With Concrete Collar 0 0 2 3 0 5 2 2 0 0 0 14
36 EA Painting House Addresses 2 0 4 0 12 16 0 0 12 0 0 46
37 SY Grass Sod Re lacement 90 12 15 22 25 70 27 16 30 22 15 344
38 LS Re-Mobilization 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday of
of the month of the month of the month of the month of the month of the month of the month of the month of the month of the month the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday V�lednesday Wednesday Wednesday Wednesday
Page 1 of 2
HI�J[AC SURFACE OVEIZLA� AT VARIOUS LOCA�TIONS 2012-13)
CITY PROJECT I�TO: 01921
TPW PROJECT NO: C293-541200-203620192183
STREET BY STREET QUANTI'I'Y DETERMINATION SPREAD SH�;ET
U
� a
� A �
W H
A o �
� .� a a �
qa o � � � ,
a� +� 3 z� A�O �� ��A �A
�.� � A
� VA FU` �'"`.' W��''� Wa'' AaW� AW W
� U � H
a�i a�'i � E�-+ H �� O � E-� E., A�" w� tj �� W
� � o a a a � �a ��a ���,� ���a
n v�W ���I �U�a) ���al ���I ���a ���a�,l TOTAL
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY QTY
2 LS Utilit Adjustment 0 0 0 0 0 0 0 0 0 0 0 0
3 LF Remove & Re lace Existing Concrete Curb and Gutter 180 304 165 510 2,125 1,150 0 0 0 0 0 4,434
4 LF instal) New Concrete Curb and Gutter 0 0 0 0 0 0 0 0 0 0 0 0
5 SF Remove & Re lace Existin 6-Inch Concrete Driveway 198 360 0 210 2,640 1,075 0 0 0 0 0 4,483
6 SF Remove & Replace 6-Inch Eexposed Aggregate Drivewa 0 0 0 0 0 0 0 0 0 0 0 0
7 SF Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 0 0 0 0
8 SF Remove & Replace 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
9 SF Remove & Replace 4-inch Ex osed Aggregate SidewalkWalk 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Install New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 0 0 0 0 0 0
11 EA Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch 0 0 0 0 0 0 0 0 0 0 0 0
Ramp (w/ detectable warning dome-tile surface)
12 EA �nstall New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 0 0 0 0 0 0 0 0 0 0 0
dome-tile surface)
13 SY Remove & Re lace Existing Concrete Valley Gutter 0 0 0 49 0 0 0 0 0 0 0 49
14 SY Install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
15 EA Remove & Re lacef 5-Ft. Storm Drain Iniet-To 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-To 0 0 0 0 0 0 0 0 0 0 0 0
17 LF 6-inches Perforated Pi e- Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch HMAC Pavement Pulverization 0 825 420 0 6,500 3,600 0 0 0 0 0 11,345
19 TON 26 Ib/sy Cement Modification 0 11 5 0 85 47 0 0 0 0 0 147
20 CY Unclassified Street Excavation 0 0 0 0 0 85 0 0 0 0 0 85
21 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
22 CY HMAC Pavement and Base Re air 0 0 0 0 0 0 0 0 0 0 0 0
23 TON HMAC Pavement Level U 0 0 0 0 0 0 0 0 0 0 0 0
24 LF Wedge Miling, 2-Inch to 0-Inch De th, 5-Ft. Wide 420 0 0 4,120 0 0 0 0 0 0 0 4,540
25 LF Butt Joint-Milied 1 0 0 2 0 0 0 0 0 0 0 3
26 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0
27 GAL Crack Sealing of Existing HMAC Pavement 5 0 0 90 0 0 0 0 0 0 0 95
28 SY 2-Inch Surface Course T e"D" Mix 965 825 420 7,467 6,500 3,600 0 0 0 0 0 19,777
29 EA Remove & Re lace 30-Ft. S eed Cushion w/ Stri in 0 0 0 0 0 0 0 0 0 0 0 0
30 EA Remove & Re lace 40-Ft. S eed Cushion w/ Stri ing 0 0 0 2 0 0 0 0 0 0 0 2
31 EA Water Valve Box Ad'ustment with Steel Riser 1 0 0 2 0 0 0 0 0 0 0 3
32 EA Water Valve Box Ad'ustment with Concrete Collar 0 1 2 0 4 4 0 0 0 0 0 11
33 EA Water Meter Box Ad'ustment 0 0 0 0 0 0 0 0 0 0 0 0
34 EA Manhole Adjustment with Steel Riser 0 0 0 5 0 0 0 0 0 0 0 5
35 EA Manhole Ad'ustment with Concrete Collar 0 0 0 0 3 4 0 0 0 0 0 7
36 EA Painting House Addresses 4 6 0 4 28 16 0 0 0 0 0 58
37 SY Grass Sod Re lacement 21 30 9 25 55 20 0 0 0 0 0 160
38 LS Re-Mobilization 0 0 0 0 0 0 0 0 0 0 0 0
Week of the Week of the Week of the Week of the Week of the Week of the
Monthly Pickup of Bulky Items 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday 4th. Monday
of the month of the month of the month of the month of the month of the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Wednesday Wednesday
Page 2 of 2