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FORT WORTH
TINS COPY FOR:
CONTRACTOR
CONTRACTORIIONOING CO.
f CITY SECRETARY
CITY MANAGED OFFICE
ENGINEERING 011E
TWW • FILE COPY
PROJECT MANUAL
FOR
2014 CIP STREET RECONSTRUCTION - CONTRACT 1
At Various Locations
City Project No. 02353
Betsy Price David Cooke
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2014
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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M&C Review
CITY COUNCIL AGENDA
Page 1 of 2
Official site of the City of Fort Worth, Texas
FoR� ti
1�
DATE:
CODE
COUNCIL ACTION: Approved on 10/21/2014
REFERENCE 202014 CIP STREET
10/21/2014 N� ; C-27054 LOG NAME: RECONSTRUCTION
CONTRACT 1
NON- PUBLIC
C TYPE: CONSENT HEARING: NO
SUBJECT: Authorize Execution of a Contract as Part of the 2014 Bond Program with Stabile & Winn,
Inc., in the Amount of $5,815,787.50 for the Reconstruction of Approximately 18.12 Lane
Miles of Various Street Segments Throughout the City of Fort Worth and Provide for
Contingencies, Construction Management, Sunreying, Inspection, and Material Testing,
for a Total Project Amount of $7,076,487.50 (COUNCIL DISTRICTS 2, 3, 4, 5, 6, 8 and
9)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract as part of the 2014
Bond Program with Stabile & Winn, Inc., in the amount of $5,815,787.50 for Hot Mix Asphaltic
Concrete Reconstruction on approximately 18.12 lane miles at multiple locations as listed on the
attachments.
DISCUSSION:
This project provides for the reconstruction of approximately 18.12 lane miles of various City Street
Segments that were included in the 2014 Bond Program (City Project No. 02353).
The project was advertised for bid in the Fort Worth Star-Teleqram on August 7, 2014 and August 14,
2014. On September 4, 2014, the following bids were received:
Bidder Amount
Stabile & Winn, Inc. $5,815,787.50
JLB Contractin , LLC. $5,877,524.03
Qualit Excavation, Ltd. $7,259,191.45
Budget items beyond the contract amount include contingencies, construction management,
surveying, material testing and inspection in the amount of $1,260,700.00. Available resources within
the General Fund will be used to provide interim financing for these expenses until debt is issued.
Once debt associated with this project is sold, bond proceeds will reimburse the General Fund in
accordance with the statement expressing official intent to reimburse that was adopted as part of the
ordinance canvassing the bond election - Ordinance No. 21241-05-2014.
M/WBE Office - Stabile & Winn, Inc., is in compliance with the City's BDE Ordinance by committing to
three percent MBE participation and documenting good faith effort. Stabile & Winn, Inc., identified
several subcontracting and supplier opportunities. However, the MBE's contacted in the areas
identified did not submit the lowest bids. The City's MBE goal on this project is 25 percent.
These street projects are located in COUNCIL DISTRICTS 2, 3, 4, 5, 6, $, and 9, Mapsco 48Z, 62E,
62P, 74D, 74M, 74R, 75Z, 76Q, 76Y, 77F, 78G, 78Q, 78V, 78Y, 79B, 79C, 79D, 79K, 87D, 89Q, 89U,
90F, 90H, 90M, 90N, 90S, 90V, 91 U, 91 R, 105M and 106S.
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=203 76&councildate=l0/21 /2014 10/22/2014
M&C Review
Page 2 of 2
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are included in the Fiscal Year 2015
Adopted Budget of the 2014 Bond Program per Ordinance No. 21457-09-2014 and funds are
available in the General Fund to pay expenses which will be incurred on this contract until
reimbursement can occur from the issuance of public securities.
��
TO Fund/Account/Centers
Submitted for City Manaaer's Office b�
Oriqinatina Department Head:
Additional Information Contact:
ATTACHMENTS
2014 CIP CONTRACT 1 MAP 1.pdf
2014 CIP CONTRACT 1 MAP 2.pdf
2014 CIP CONTRACT 1 MAP 3.pdf
2014 CIP CONTRACT 1 MAP 4.pdf
2014 CIP CONTRACT 1 MAP 5.pdf
2014 CIP CONTRACT 1 MAP 6.pdf
2014 CIP CONTRACT 1 MAP 7.�df
2014 CIP CONTRACT 1 MAP 8.pdf
FROM Fund/Account/Centers �
C210 541200 209240235383 $5,815,78�.50
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Kristian Sugrim (8902)
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=203 76&councildate=l0/21 /2014 10/22/2014
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TABLE OF CONTENTS
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
Op 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 Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Pre-qualiiications
00 45 12 Prequalifcation Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certifcate of Insurance
00 72 00 General Conditions
QO 73 00 Supplementary Conditions
Division O1- General Requirements
O1 11 00 Summary of Work
Ol 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
Ol 35 13 Special Project Procedures
O1 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
O1 55 26 Street Use Permit and Modifcations to Traffic Control
O1 58 13 Temporary Project Signage
O1 70 00 Mobilization and Remobilization
O1 71 23 Construction Staking
O1 74 23 Cleaning
O1 77 19 Closeout Requirements
O1 78 39 Project Record Documents
Division 02 - Existing Conditions
02 41 15 Paving Removai
Division 31 - Earthworlc
31 23 16 Unclassified Excavation
CITY OF FORT WORTH 2O14 CIP
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
STREET RECONSTRUCTION-CONTRACT 1
02353
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TABLE OF CONTENTS
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Division 32 - Exterior Improvements
32 O 1 29 Concrete Paving Repair
32 11 33 Cement Treated Base Courses
32 12 16 Asphalt Paving
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
32 17 25 Curb Address Painting
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
Division 33 — Utilities
33 OS 13 Frame, Cover, and Grade Rings
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 OS 17 Concrete Collars [To be conapleted in early 2012.J
Division 34 - Transportation
34 71 13 Traffic Control
Technical Specifications listed below are rncluded for this Project by reference and can be
vrewed/downloaded from the City's Buzzsaw site at:
htps://proiectpoint.buzzsaw.com/client/fortworth�ov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 99 — Special Technical Specifications
9999.0096 Paving Construction Allowance
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.Q7 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
SP-01 Special Provisions
40 �ND OF SECTION
CITY OF FORT WORTH 2O14 CIP
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
STREET RECONSTRUCTION-CONTRACT 1
02353
001113-1
INV1TATlON TO BIDDGRS
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S�CTION OU 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the 2014 CIP STREET RECONSTRUCTION — CONTRACT 1, 02353, will be
received by the City of Fort Worth Purchasing Office:
City of Fort Worth
Purchasing Division
1000 Throckmorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, September 4, 2014, 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:
120575 S.Y.
49000 L.F.
46200 S.F.
59830 S.F.
120575 S.Y.
3" HMAC Surface Course, Type D
Remove and Replace Existing Concrete Curb & Gutter
Remove and Replace Concrete Sidewalk
Remove & Replace Concrete Driveway
8" Pavement Pulverization
PREQUALIFICATION
The improvements included in this project, which require prequali�cation, must be performed by
a contractor who is prequali�ed by the City at the time of bid opening, The procedures for
qualification and prequalification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS.
DOCUMENT EXAMINATION AND 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•oi•�/purchasing/ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased from:
Tara Fishback, 817-392-2021, City of Fort Worth, Transportation and Public Works, 1000
Throckmorton St., Fort Worth, TX 76102
The cost of Bidding and Contract Documents is: $30.00
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCT[ON SPECIFICATiON DOCUMENTS 02353
Revised November 27, 2012
001113-2
INVITATION TO BIDDERS
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PREBID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: Tuesday, August 26, 2014
TIME: 9:00 A.M.
PLACE: Transportation and Public Works, 1000 Throckmorton St., RM#: 270, Fort
Worth, TX 76102
LOCATION: Municipal Building, 2"d Floor
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Kristian Sugrim, City of Fort Worth
Email: Kristian.Sugrim@fortworthtexas.gov
Phone: 817-392-8902
ADVERTISEMENT DATES
August 7, 2014
August 14, 2014
24 END OF SECTION
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 1
INS"CRUCTIONS TO BIDDERS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, ar corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2. Nom•esident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.23. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalifcation at the time of bidding. Bids received from contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are as follows:
3.1.1. Paving — Requirements document located at;
https://projectpoint.buzzsaw.com/fortworth�ov/Resources/02%20-
%20Construction%20Docwnents/Contractor%20Prequali�ication/TPW%20Pavin �
%20Contrlctor%20Prepualitication%20P►-ogram/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAVING%2000NTRACTO[ZS.PDF?public
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
2 seven (7) calendar days prior to Bid opening, the documentation identifed in Section 00
3 45 11, BIDDERS PREQUALIFICATIONS.
4
5 3.2.1. Submission of and/or questions related to prequalification should be addressed to
6 the City contact as provided in Paragraph 6.1.
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9 33. The City reserves the right to require any pre-qualified contractor who is the apparent low
10 bidder(s) for a project to submit such additional information as the City, in its sole
11 discretion may require, including but not limited to manpower and equipment records,
12 information about key personnel to be assigned to the project, and construction schedule,
13 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
14 deliver a quality product and successfully complete projects for the amount bid within
15 the stipulated time frame. Based upon the City's assessment of the submitted
16 information, a recommendation regarding the award of a contract will be made to the
17 City Council. Failure to submit the additional information, if requested, may be grounds
18 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
19 notified in writing of a recommendation to the City Council.
20
21 3.4. In addition to prequalification, additional requirements for qualification may be required
22 within various sections of the Contract Documents.
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24 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
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26 4.1. Before submitting a Bid, each Bidder shall:
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28 4.1.1. Examine and carefully study the Contract Documents and other related data
29 identified in the Bidding Documents (including "technical data" referred to in
30 Paragraph 42. below). No information given by City or any representative of the
31 City other than that contained in the Contract Documents and officially
32 promulgated addenda thereto, shall be binding upon the City.
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1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Worlc.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
4.1.4. <> Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964,
78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal
Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part
21, Nondiscrimination in Federally-assisted programs of the Department of
Transportation issued pursuant to such Act, hereby notifies all bidders that it will
affrmatively insure that in any contract entered into pursuant to this advertisement,
minority business enterprises will be afforded full opportunity to submit bids in
response to this invitation and will not be discriminated against on the grounds of
race, color, or national origin in consideration of award.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or
2 contiguous to the Site and all drawings of physical conditions relating to existing
3 surface or subsurface structures at the Site (except Underground Facilities) that
4 have been identified in the Contract Documents as containing reliable "technical
5 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
6 at the Site that have been identified in the Contract Documents as containing
7 reliable "technical data."
9 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of
10 the information which the City will furnish. All additional information and data
11 which the City will supply after promulgation of the formal Contract Documents
12 shall be issued in the form of written addenda and shall become part of the Contract
13 Documents just as though such addenda were actually written into the original
14 Contract Documents. No information given by the City other than that contained in
15 the Contract Documents and officially promulgated addenda thereto, shall be
16 binding upon the City.
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18 4.1.7. Perform independent research, investigations, tests, borings, and such other means
19 as may be necessaiy to gain a complete knowledge of the conditions which will be
20 encountered during the construction of the project. On request, City may provide
21 each Bidder access to the site to conduct such examinations, investigations,
22 explorations, tests and studies as each Bidder deems necessary for submission of a
23 Bid. Bidder must fill all holes and clean up and restore the site to its former
24 conditions upon completion of such explorations, investigations, tests and studies.
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26 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the
27 cost of doing the Work, time required for its completion, and obtain all information
28 required to make a proposal. Bidders shall rely exclusively and solely upon their
29 own estimates, investigation, research, tests, explorations, and other data which are
30 necessary for full and complete information upon which the proposal is to be based.
31 It is understood that the submission of a proposal is prima-facie evidence that the
32 Bidder has made the investigation, examinations and tests herein required. Claims
33 for additional compensation due to variations between conditions actually
34 encountered in construction and as indicated in the Contract Documents will not be
35 allowed.
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37 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
38 between the Contract Documents and such other related documents. The Contractor
39 shall not take advantage of any gross error or omission in the Contract Documents,
40 and the City shall be permitted to make such corrections or interpretations as may
41 be deemed necessary for fulfillment of the intent of the Contract Documents.
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43 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
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45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
46 the site which have been utilized by City in preparation of the Contract Documents.
47 The logs of Soil Borings, if any, on the plans are for general information only.
48 Neither the City nor the Engineer guarantee that the data shown is representative of
49 conditions which actually exist.
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CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.2. those drawings of physical conditions in or relating to existing surface and
2 subsurface structures (except Underground Facilities) which are at or contiguous to
3 the site that have been utilized by City in preparation of the Contract Documents.
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5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
6 on request. Those reports and drawings may not be part of the Contract
7 Documents, but the "technical data" contained therein upon which Bidder is entitled
8 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
10 responsible for any interpretation or conclusion drawn from any "technical data" or
11 any other data, interpretations, opinions or information.
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43. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the Work required by the
Contract Documents and applying the specific means, methods, techniques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
etc., have not been resolved through the interpretations by City as described in
Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
and convey understanding of all terms and conditions for performing and furnishing the
Work.
26 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
27 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
28 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
29 Documents.
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31 5. Availability of Lands for Worlc, Etc.
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33 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
34 access thereto and other lands designated for use by Contractor in performing the Work
35 are identified in the Contract Documents. All additional lands and access thereto
36 required for temporary construction facilities, construction equipment or storage of
37 materials and equipment to be incorporated in the Worlc are to be obtained and paid for
38 by Contractor. Easements for permanent structures or permanent changes in existing
39 facilities are to be obtained and paid for by City unless otherwise provided in the
40 Contract Documents.
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42 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
44 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
45 the award of contract at any time before the Bidder begins any construction work on the
46 project.
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CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 5
INSTRUCTIONS TO BIDDERS
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53. The Bidder shall be prepared to commence construction without all executed right-of-
way, easements, and/or permits, and shall submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
and/or easements.
6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Kristian Sugrim,Transportation & Public Works
Fax: 817-392-8092
Email: Kristian.Sugrim@Fortworthtexas.govPhone: 817-392-8902
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
Addenda or clarifications may be posted via Buzzsaw at:
https://proiectpoint.buzzsa��v.com/cliendfortwortl��ov/Infi-astructure%20Projectsl2014%20CIP%20Street%
20Reconstructioti%20-%20Contract%201>
63. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
4 default, rescind the Notice of Award, and the Bid Bond of that Bidder wiil be forfeited.
5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
6 other Bidders whom City believes to have a reasonable chance of receiving the award
7 will be retained by City until final contract execution.
8
9 8. Contract Times
10 The number of days within which, or the dates by which, Milestones are to be achieved in
11 accordance with the General Requirements and the Work is to be completed and ready for
12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
13 attached Bid Form.
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9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General
Conditions and is supplemented in Section O l 25 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
Venture Form as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt from the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor has reasonable objection.
45 12. Bid Form
46
47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
48 obtained from the City.
49
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 7
INSTRUCTIONS TO BIDDERS
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12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
written in ink in both words and numerals, for which the Bidder proposes to do the
work contemplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern.
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate offcer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown below the signature.
12.4. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
signature.
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation of
the firm and the offcial address of the firm shall be shown.
12.6.
12.7.
12.8.
12.9.
Bids by individuals shall show the Bidder's name and official address.
Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The o�cial address of the joint venture shall be shown.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the name and address of Bidder, and
accompanied by the Bid security and other required documents. If the Bid is sent through the
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on the face of it.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 8
INSTRUCTION3 TO BIDDERS
1 14. Modification and Withdrawal of Bids
Page 8 of 9
3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
4 withdrawn prior to the time set for bid opening. A request for withdrawal must be
5 made in writing by an appxopriate document duly executed in the manner that a Bid
6 must be executed and delivered to the place where Bids are to be submitted at any
7 time prior to the opening of Bids. After all Bids not requested for withdrawal are
8 opened and publicly read aloud, the Bids for which a withdrawal request has been
9 properly iiled may, at the option of the City, be returned unopened.
10
11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
12 time set for the closing of Bid receipt.
13
14 15. Opening of Bids
15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
16 abstract of the amounts of the base Bids and major alternates (if any) will be made available
17 to Bidders after the opening of Bids.
18
19 16. Bids to Remain Subject to Acceptance
20 All Bids will remain subject to acceptance for the time period specified for Notice of Award
21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
22 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
23
24 17. Evaluation of Bids and Award of Contract
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17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work with the Successful Bidder. Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
CiTY OF FORT WORTH 2O14 CIP STRE�T RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
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17.2. City may consider the qualifcations and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior to the
Notice of Award.
17.3. City may conduct such investigations as City deems necessary to assist in the
evaluation of any Bid and to establish the responsibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Suppliers and other persons and
organizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time.
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresidenYs principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certifcates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised November 27, 2012
003513-1
CONFLICT OF INTEREST AFFiDAVIT
Page 1 of 1
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SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVTT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth
(also referred to as "City") procurement are required to complete Conflict of Interest
Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure
Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the
Bidder has on file with the City Secretary the required documentation and is eligible to bid on
City Work. The referenced forms may be downloaded from the website links provided below.
http: Uwww. ethics. state. tx. us/forms/CIQ�df
http://www.ethics.state.�.us/fortns/CIS.pdf
�
�
�
�
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
C 1 1 '
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28 Company
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31 Address
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:
(Please Print)
Signature:
Title:
(Please Print)
�ND OF SECTION
CtTY OF FORT WORTH
ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 27, 2012
2014 CIP STREEI RECONSTRUCTION-CONTRAC71
02353
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, eth ics. state.tx. us/forms/C I S. 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
r.
Stabile & Winn, Inc.
P.O. Box 79380
Saginaw, Texas 76179
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
By: Jerry Henderson
Signat/ur�;,., —
C�
Title: Vice President
00 35 13
BID FORM
Page 8 of 8
City Bid Proposal
CONFLICT OF INTEREST QUESTIONNAIRE
For vendor or other person doing business with local governmental entity
This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session.
This questionnaire is being filed in accordance with Chapter 176, Local Government Code
by a person who has a business relationship as defined by Section 176.001(1-a) with a local
governmental entity and the person meets requirements under Section 176.006(a).
By law this questionnaire must be filed with the records administrator of the local governmental
entity not later than the 7th business day after the date the person becomes aware of facts
that require the statement to be filed. See Section 176.006, Local Government Code.
A person commits an offense if the person knowingly violates Section 176.006, Local
Government Code. An offense under this section is a Class C misdemeanor.
Name of person who has a business relationship with local governmental entity.
Stabile & Winn, Inc.
❑ Check this box if you are filing an update to a previously filed questionnaire.
FORM CIQ
OFFICE USE ONLY
Date Received
(The law requires that you file an updated completed questionnaire with the appropriate filing authority not
later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.)
Name of local government officer with whom filer has employment or business relationship.
NONE
Name of Officer
This section (item 3 including subparts A, B, C& D) must be completed for each officer with whom the filer has an
employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional
pages to this Form CIQ as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment
income, from the filer of the questionnaire?
� Yes � No
B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the
direction of the local government officer named in this section AND the taxable income is not received from the local
governmental entity?
�Yes �No
C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local
government officer serves as an officer or director, or holds an ownership of 10 percent or more?
� Yes � No
D. Describe each employment or business relationship with the local government officer named in this section.
' - S� PT, N� 20! �
doing business with the governmental entity Date
Adopted 06/29/2007
LOCAL GOVERNMENT OFFICER FORM CIS
CONFLICTS DISCLOSURE STATEMENT
(Instructions for completing and filing this form are provided on the next page.)
This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICEUSEONLY
This is the notice to the appropriate local governmental entity that the following local
government officer has become aware of facts that require the officer to file this statement Date Received
in accordance with Chapter 176, Local Government Code.
� Name of Local Government Officer
NONE
2 Office Held
N/A
3 Name of person described by Sections 176.002(aj and 176.003(a), Local Government Code
N/A
4 Description of the nature and extent of employment or other business relationship with person named in item 3
N/A
5 List gifts accepted by the local government officer and any family member, excluding gifts described by Section
176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month
period described by Section 176.003(a)(2)(B)
Date Gift Accepted N��'' Description of Gift N/A
Date GiftAccepted N�A Description of Gift N/A
Date GiftAccepted N�A Description of Gift N/A
(attach additional forms as necessary)
6 AFFIDAVIT
I swear under penalty of perjury that the above statement is true and correct. i acknowledge
that the disclosure applies to a family member (as defined by Section 176.001(2), Local
Government Code) of this local government officer. I aiso acknowiedge that this statement
covers the 12-month period described by Section 176.003(a), Local Government Code.
Signature of Local Government Officer
AFFIX NOTARY STAMP / SEAL ABOVE
Sworn to and subscribed before me, by the said , this the day
of , 20 , to certify which, witness my hand and seal of office.
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Adopted 06/29/2007
LOCAL GOVERNMENT OFFICER
CONFLICTS DISCLOSURE STATEMENT
Section 176.003 of the Local Government Code requires certain local government officers to file this form. A
"local government officer" is defined as a member of the governing body of a local governmental entity; a
director, superintendent, administrator, president, or other person designated as the executive officer of the
local governmental entity; or an employee of a local governmental entity with respect to whom the local
governmental entity has, in accordance with Section 176.005, extended the requirements of Sections 176.003
and 176.004. This form is required to be filed with the records administrator of the local governmental entity
not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the
facts that require the filing of this statement.
A local government officer commits an offense if the officer knowingly violates Section 176.003, Local
Government Code. An offense under this section is a Class C misdemeanor.
Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement
to file this form.
INSTRUCTIONS FOR COMPLETING THIS FORM
The following numbers correspond to the numbered boxes on the other side.
1. Name of Local Government Officer. Enter the name of the local government officer filing this statement.
2. Office Held. Enter the name of the office held by the local government officer filing this statement.
3. Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code. Enter
the name of the person described by Section 176.002, Local Government Code with whom the officer has an
employment or other business relationship as described by Section 176.003(a), Locai Government Code.
4. Description of the nature and extent of employment or business relationship with person named
in item 3. Describe the nature and extent of the employment or other business relationship with the person
in item 3 as described by Section 176.003(a), �ocal Government Code.
5. List gifts accepted, excluding gifts described by Section 176.003(a-1), if aggregate value of the
gifts accepted from person named in item 3 exceed $250. List gifts accepted during the 12-month period
(described by Section 176.003(a), Local Government Code) by the local government officer or family member
of the officer, excluding gifts described by Section 176.003(a-1), from the person named in item 3 that in the
aggregate exceed $250 in value.
6. Affidavit. Signature of local government officer.
Adopted 06/29/2007
0o a� o0
BID FORM
Page 1 of 8
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR
City Project No.: 2353
SECTION 00 41 00
BID FORM
2014 CIP STREET RECONSTRUCTION - CONTRACT 1
AT VARIOUS LOCATIONS
Units/Sections: PAVEMENT IMPROVEMENT
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any coilusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "coliusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 City Bid Proposal
00 41 00
BID FORM
Page 2 of 8
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a.
b.
c.
d.
4. Time of Completion
HMAC Street Reconstruction Heavy Maintenance and all items directly associated with the paving.
4.1. The Work will be complete for Final Acceptance within 350 calendar days after the date when
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
6. Total Bid Amount
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6.1, Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Cily Bid Proposal
00 41 00
BID FORM
Page 3 of 8
$0.00
$0.00
$0.00
$0.00
$5,815,792.50
This Bid is submitted on September 4, 2014 by the entity named below.
6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise delete>
Totai Base Bid <use this if applicable, otherwise delete>
Alternate Bid <use this if applicable, otherwise delete>
Deductive Alternate<use this if applicable, otherwise delete>
Additive Alternate <use this if applicable, otherwise delete>
Total Bid
7. Bid Submittal
Respectfully submitted,
By:
(Signature)
, Jerry Henderson
' (Printed Name)
Title: Vice President
Company: Stabile & Winn, �nc.
Address: P.O. Box 79380
Saginaw, Texas 76179
State of Incorporation: Texas
Email: ierrv.hendersonCa�stabilewinn.com
Phone: 817-847-2086
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Receipt is acknowledged of Initial
the following,Addenda:
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Corporate Seal:
City Bid Proposal
S�CTION 00 42 43
PROPOSAL rORM
UNIT PRICE BID
00 A2 d3
DID PROPOSA(.
Page s of x
Bidder's Application
Project [tem Infonnation Biddei's Vroposal
Item Description Specification Unit of B�d Quantity Unit Price Bid Value
Section No. Measure
� 3305.0108 Miscelianeous Adjustments (Utilities) 00 05 OS LS 1__$6,000.00 $6,000.00
2 0241.1300 Remove Concrete Curb & Gutter 02 41 15 LF 48332 $4.00 $193,328.00
3 3216.0102 7" Concreie Curb & 18" Gutter 32 16 13 LF 53938 $22.00 $1,186,636.00
4 0241.0401 Remove Concrete Driveway 02 41 13 SF 59519 $3.00 $178,557.00
5 3213.0401 6° Concrete Driveway 32 13 20 SF 59519 $7.50 $446,392.50
6 0241.0100 Remove Sidewaik 02 41 13 SF 29333 $3.00 $87,999.00
7 3213.0301 4" Concrete Sidewaik 32 13 20 SF 52433 $6.50 $340,814.50
g 0241.1400 Remove Concrete Valley Gutter o2 41 15 SY 422 $9.00 $3,798.00
g 3216.0301 6° Concrete Vailey Gutter 32 16 13 SY 882 $130.00 $114,660.00
10 0241.1506 2" pavement Surface Miliing 02 41 15 SY 8961 _ $3.00 $26,883.00
11 0241.1700 8" Pavement Pulverization 02 41 15 SY 110635 $6.00 $663,810.00
_
12 3212.0303 3" Asphait Pavement Type D 32 12 16 SY 119596 $15.25 $1,823,839.00
13 3211.0600 CementModification,131bs/sy 321133 TN 771 $150.00 $115,650.00
. .
14 9999.0000 Roadbond EN1 GA 864 $145.00 $125,280.00
15 3305.0112 Water Valve Box Adjustments (with Concrete Coliar) 33 05 17 EA 67 $200.00 $13,400.00
16 3305.0112 Manhole Adjustments (with Concrete Coilar) 33 05 17 EA 55 $450.00 $24,750.00
17 3305.0107 Miscellaneous Adjustments (Water Meter Box) 33 05 14 EA 74 $50.00 $3,700.00
18 3123.0101 Unciassified Street Excavation 31 23 16 CY 824 $20.00 $16,480.00
�g 9999.0000 Curb Address Painting 32 17 25 EA 586 $18.00 $10,548.00
20 3292.0100 Biock Sod Replacement 32 92 13 SY �(r 7409 $5.00 $37,045.00
21 0241.0300 Remove ADA Ramp 02 41 13 EA 30 $100.00 $3,000.00
22 9999.0000 ADA Ramp EA 40 $1,150.00 $46,000.00
23 9999.0000 b' Curb Inlet Top EA 11 $2,490.00 $27,390.00
24 9999.0000 10' Curb Inlet Top EA 5 $2,900.00 $14,500.00
_
25 3441.1302 AWG Loop Detector Cabie 34 41 10 LF 35 $3.50 $122.50
26 3441.1301 Traffic Loop Detector Cable Saw-Cut 34 41 10 LF 35 $14.00 $490.00
27 3217.0001 4" Solid White Thermoplastic (HAS) Laner Lines 32 17 23 LF 125 $2.00 $250.00
28 3217.0002 4" Solid Yellow Thermopiastic (HAS) Center Lines 32 17 23 LF 140 $2.00 $280.00
_
29 3217.0301 12" Solid Pavement Markings (Cross-waik, White) 32 17 23 LF 256 $5.00 $1,280.00
30 3217 .0305 Stop Bars Pavement Markings 32 17 23 LF 415 $7.00 $2,905.00
31 9999.0096 Paving Construction Allowance EA 1 $300 000.00 $300 000.00
Bid Sum��ry
Qase Bid
. . .
Tot�l Base Bid
Alternate Bid
'Total Alternate Bid
Deductive Altern�te Bid
Total Deductive Alternate Bid
Additive Alternnte Bid
Tot�l Additive Alternate Bid
Tot�l E3id $5,815,787.50
CITY O� PORT NORTH
STANDARU CONSTRUCTION SPGCIPICATION DOCUnfENTS
�onn Rerised 2012012U
City Bid Proposal
1 E.R..
� iiflA6.MD� (
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Paye 6 0( 8
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of , our principal place of business,
are not required to underbid resident bidders.
Title: Vice President
�ate: SIE Pf : �. ZA � �
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the 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.
B. The principai place of business of our company or our parent company or majority owner is
in the State of Texas. �
BIDDER:
Stabile & Winn. Inc.
P.O. Box 79380
Saginaw, Texas 76179
By: Jerry Henderson
(Signature)
�ND OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
City Bid Proposal
00 45 12
BID FORM
Page 7 of 8
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
HMAC Street Reconstruction
Heavy Maintenance and all Stabile & Winn, Inc. Jan. 1, 2015
items directly associated with
the paving.
0
0
0
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
Stabile & Winn, Inc.
P.O. Box 79380
Saginaw, Texas 76179
By: Jerry Hen ierson
(Signature)
Title: Vice President
Date: SR P�'j'. � . '� � �
END OF SECTION
1
. ,�
GTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 City Bid Proposal
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
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S�CTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01820. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
S-�A6tvf. e�t- V�i�n�w!_ �n�c.. By: �'ER»Ct-'`( ��N��iGe.sor.�
Company (Please Print
P, 0 , '(�o �e �-°� 3'� � Signature:
Address
S�C,��1��. �i�. �bl �-�1
City/State/Zip
i�:���r:���c�r��_��
COUNTY OF TARRANT
0
�
Title: �� G� ���SI D�1�LT
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
��.¢.�.�( �E�1pE�o�•1 , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of S-r�4 BiL� d- �%i►a�l, 1nx t. for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN LJNDER MY HAND AND SEAL OF OFFICE this � tzD day of
��lOv'CMt�t�t ,20t�
,C ! �-�,�i ���c..,���..�J
Notary Public in and for the State of Texas
3 8 � �=����
��vp�� ALVA NELL FEW
39 END OF SECTION �,�� * STATErOF TEXAS
` �f'4�FpF1�'p`a
40 My Comm. Exp. 06/05/2015
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
00 os i s- i
ADDENDA
Page 1 of 2
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SECTION 00 05 15
ADDENDA No. 1
The Cont��act and documents for this project arc hereby revised or amanded to clarify the following:
Section 00 42 43 — Proposal Form:
Bidiist Item No. 2— Remove concrete curb & u� tter: the bid quantity was revised, it is now 48332 LF
Bidlist Item No. 3-- 7" concrete curb & Eutter: the bid quantity was revised, it is now 53938 LF
Bidlist Item No. 4— Remove concrete drivewav: the bid quantity was revised, it is now 59519 SF
Bidlist Item No. 5— 6" concrete drivewav: the bid quantity was revised, it is now 59519 SF
Bidlist Item No. 11— 8" pavement aulverization: the bid quantity was revised, it is now 1] 0635 SY
Bidlist Item No. 12 -- Asphalt navement Tvpe D; the bid quantity was revised, it is now 119596 SY
Bidlist Item No. 13 — Cement modification: the bid quantity was revised, it is now 771 TN
Bidlist Item No. 14 — Roadbond EN1: the bid quantity was revised, it is now 864 GAL
Bidlist Item No. 15 — Water Valve Box adiustment with concrete collar: the bid quantity was revised,
it is now 67 EA
Bidlist Ttem No. 1G — Manhole adiustment with concrete collar: the bid quantity was revised; it is now
55 EA
Bidlist Item No. 19 — Cur6 address naintin�; the bid quantity was revised, it is now 586 EA
Bidlist Ttem No. 20 — Block sod renlacement: the bid quantity was revised, it is now 7409 SY
Please acknowledge receipt of this addendum by signing and inse��ting into your proposal, at the time of
bidding. F'ailure to return a signed copy of this addendum may be grounds for rendering the bid as
nonresponsive.
Receipt A cnowledges; �
By: by: \CZ�2� � �^^'^'
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTTON SPF.C1FiCATtON DOCUMENTS 02353
Revised 7uly t, 2011
000s�s-1
ADDENDA
Page 1 of l
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IS
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SECTION 00 O5 15
ADDENDA No, 2
The contract and documents for this project are hereby revzsed or amended to clarify the
following:
Section 00 42 43 — Proposal Form:
Bidlist Item No. 11— 8" Pavement Pulverization: This item is revised; under this item,
we will pulverize 11" of pavement and then remove 3", followed by cement stabilizing
the remaining 8". No undercutting is required,
Please acknowledge receipt of this addendum by signing and inserting into your proposal,
at the time of bidding. Failure to return a signed capy of this addendum m,ay be grounds
for xendering this bid as nonresponsive.
Receipt Acknowledges:
, '
By: By: ��� r"�.^^�
�
END OF SECTTON
C1TY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACI' !
' STANDARD CONSTRUCT[ON SPECIPICATION DOCUMENTS 02353
Revised July l, 201 l
FORT WORTH
city of Fort wortn
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City's MBE goal on this project is 25
% Of the tOtal bld (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both.a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort doc.umentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in
person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be
evidence that the City received the documentation in the time allocated. A faxed copy will not be accepted.
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after th.e bid
Utilization Form, if participation is less than opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if no MBE participation: opening date, exclusive of fhe bid opening date.
4. Prime Contractor Waiver Form., if you will received by 5:00 p.m., five (5) City business days after the bid
perform all subcontracting/supplier work: openin date, exclusive of the bid openin date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed oal. openin date, exclusive of the bid openin date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRI�E ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the MlVVBE Office at (817) 212-2674.
Rev. 5/30/12
005243-1
Agreement
Page 1 of 4
2
3
4
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7
SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on October 21, 2014 is made by and between the City of
Forth Worth, a Texas l�orne rule municipality, aeting by and thr�ugh its duly authorized City
Manager, ("City"), and STABILE & WINN, INC., authorized to do business in Texas, acting by
and through its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
I�1'��7 C���i'l�]:�:1
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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:
2014 CII' STREET RECONSTRUCTION-CONTRACT 1,
18 Article 3. CONTRACT TIME
19
20
21
3.1 Time is of the essence.
All time limits for Milestones, if any and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 350 calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
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36
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 dif�culties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised August 17, 2012
00 52 43 - 2
Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of FIVE MILLION EIGHT HUNDRED FIFTEEN
40 THOUSAND SEVEN HUNDRED EIGHTY SEVEN DOLLARS AND FIFTY CENTS
41 ($5,815,787.50).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44
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A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) 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
£ Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MBE and/or SBE Commitment Form
3. General Conditions.
4. Supplementaiy Conditions.
5. Speci�cations specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised August 17, 2012
005243-3
Agreement
Page 3 of 4
77 Article 6. INDEMNIFICATION
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6.1 Contractor covenants and agrees to indemnify, hold harmless ancl defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the worlc and services to be performed
by the contractor, its of�cers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification qrovision is specifically intended to oqerate
and be effective even if it is alle�ed or proven that all or some of the damaEes bein�
sou�ht were caused, in whole or in part, by any act, omission or ne�li�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 worlc
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specificallv intended to operate and be effective even if it is alle�ed or
proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part,
bv any act, omission or ne�li�ence of the city.
Il�L•�A►� 1 �.Y� �l � Il�►i x�lil.y
99 7.1 Terms.
100 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
101 have the meanings indicated in the General Conditions.
102 7.2 Assignment of Contract.
103 This Agreement, including all of the Contract Documents may not be assigned by the
104 Contractor without the advanced express written consent of the City.
105 73 Successors and Assigns.
106 City and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
109 7.4 Severability.
110 Any provision or part of the Contract Documents held to be unconstitutional, void or
111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
112 remaining provisions shall continue to be valid and binding upon CITY and
113 CONTRACTOR.
114 7.5 Governing Law and Venue.
115 This Agreement, including all of the Contract Documents is performable in the State of
116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
117 Northern District of Texas, Fort Woi�th Division.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised August 17, 2012
00 52 43 - 4
Agreement
Page 4 of 4
118 7.6 Other Provisions.
119 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
120 classified, promulgated and set out by the City, a copy of which is attached hereto and
121 made a part hereof the same as if it were copied verbatim herein.
122 7.7 Authority to Sign.
123
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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.
�� R.R-Y FtEN�J�Q-So�
This Agreement is effective as of the last date signed by the Parties (`Bffective Date").
Contractor: ` 1 City of Fort Worth
SiAt���.� 3— �.�1�rAn.1_ �M�, ��
By:
Fernando Costa
B : Assistant City Manager
(Signature)
Date //�� �.�� a� �
(Printed Name)
Title: �/ ► �� �i�SJ D E` J� 7�
Attest:
City S�
(Seal)
M&C L� ��� Sy
Date: �'�-zi- / Y
�,11;?r�r.rrlr�;
: ttzf:�1,�
��
e
��
���
�,
Address: P, �,$p x��'�'� O
��
�
� _o°
� O � \
��yo o�°�
°�o��o�°
�� $ ��
� City/State/Zip: SAGJ 1�1 q W, ,�-bl ��j A proved as to Foim and Legality: _�r
,
� r1ov, 3, z�o� y
Date Douglas W. Black
� Assistant City Attorney
131
132
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136
137
138
139
j C:�����i�.. ��i��
i ���`i� �'i`��+�i��
ji !�: �6��.'�'�'llr �"� �`
' - - --- .:1•.
AP ROVAL RECOMMENDED:
� w � l�-�
Douglas W. iersig, P.E.
DIRECTOR,
Transportation & Public Works
�
CITY OF FORT WORTH 2O14 C[P STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised August 17, 2012
006113-1
PERFORMANCE BOND
Page 1 of 2
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TH� STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 13 Bond ��CA 3141084
PERFORMANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
8 That we, STABILE & WINN INC , known as "Principal" herein and
9 Great American Insurance Company oE New York , a corporate surety(sureties, if more than
10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
11 or more), are held and %rmly bound unto the City of Fort Worth, a municipal corporation created
12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, FIVE NIII.LION
13 EIGHT HUNDRED FIFTEEN THOUSAND SEVEN ��UNDRED EIGHTY SEVEN
14 DOLLARS AND FII+TY C�NTS ($5,815,787.50), lawful money of the United States, to be
15 paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be
16 made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
17 severally, firmly by these presents.
18 WI�REAS, the Principal has entered into a certain written contract with the City
19 awarded the 21 day of OCTOBER, 2014, which Contract is hereby referred to and made a part
20 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labar and
21 other accessories defined by law, in the prosecution of the Work, including any Change Orders,
22 as provided for in said Contract designated as
23 2014 CIP STREET RECONSTRUCTION-CONTRACT 1, 02353
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 Work, 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, otherwise to remain in full force and effect.
30 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
32 Worth Division.
CITY OF FORT WORTH 2O14 CIP S'I'REET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2
3
4
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WHER�OF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the
6 October ,20 14,
7
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13 AT . ST:
14 ...-,
15 � � � � � i � Q,G�
16 (Prmcipal) Secretary
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22 Witness as to Principal
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3 5 j���.�%C� � �e /
3 6 �C�I.C/
37 Wimess as to Surety
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21 s t day of
PRINCIPAL:
Stabile & Winn, Inc.
� ` _.���— '
/ �
Jerry Henderson, Vice-President
Name and Title
Address: P 0 Box 79380
Saginaw, TX 76179-0380
SURETY:
Great American Insurance
Com an of New York
BY:
ignatur
Tracy Tucker, Attorney-in-Fact
Name and Title
Address: 900 Summit Ave .
Ft Worth, TX 7b102
Telephone Number: 817 / 3 3 6-8S 20
41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
42 from the by-laws showing that this person has authority to sign such obligation. If
43 Surety's physical address is different from its mailing address, both must be provided.
44 The date of the bond shall not be prior to the date the Contract is awarded.
45
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
00 61 14 - 1
PAYMENT BOND
Page 1 of 2
1
2
3
4
5
6
7
THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14 Bond ��CA 3141084
PAYMENT BOND
§
§ KNOW ALL BY TAESE PRESENTS:
§
8 That we, STABILE & WINN INC , known as "Principal" herein, and
9 Great American Insurance Company of New York , a corporate surety
10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
13 penal sum of FIVE D�III.LION EIGHT AUNDRED FIF'T�EN THOUSAND SEVEN
14 FiUNDRED EIGHTY SEVEN DOLLARS AND FIFTY CENTS ($5,815,787.50), lawful
15 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of
16 which sum well and truly be made, we bind ourselves, our heirs, executors, administrators,
17 successors and assigns, jointly and severally, firmly by these presents:
18 WAEREAS, Principal has entered into a certain written Contract with City, awarded the
19 21 day of OCTOBER, 2014, which Contract is hereby referred to and made a part hereof for all
20 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other
21 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and
22 designated as 2014 CIP STREET RECONSTRUCTION-CONTRACT 1, 02353. NOW,
23 THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay
24 all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the
25 Texas Government Code, as amended) in the prosecution of the Work under the Contract, then
26 this obligation shall be and become null and void; otherwise to remain in full force and effect.
27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
29 accordance with the provisions of said statute.
30
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECITICATION DOCUMENTS CONTRACT 1
Revised July l, 2011 02353
�i
00 61 14 - 2
PAYMENTBOND
Page 2 of 2
1 IN WITNESS WH�R�OF, the Principal and Surety have each SIGNED and SEALED
i�'�
2 this instrument by duly authorized agents and officers on this the 21 s t day of
3 October �20 14
4
ATTEST:
,�.��-� ��� - �tiJ
(Principal) Secreta
i ess as to Principal
ATTEST:
(Surety) Secretary
PRINCIPAL:
Stabile & Winn, Inc.
BY:
i e
Jerry Henderson, Vice-Pr_esident
Name and Title
Address: P 0 Box 79380
Saginaw, TX 76179-0380
SURETY:
Great American Insurance Company
of New York
BY: �
ignature �
Tracy Tucker, Attorney-in-Fact
Name and Title
'r ��I%� l Y �l�C__�
Witness as to Surety
5
6
7
8
9
10
11
12
Address: 900 Summit Ave .
Ft Worth, TX 76102
Telephone Number: 817 / 33 6-85 20
Note: If signed by an off'icer 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.
�ND OF SECTION
CITY OF FORT WORTH 2O14 CII' STREET RECONSTRUCTION-
STANDAFtD CONSTRUCTION SPECIFICATION DOCT7MEN I'S CONTRACT 1
Revised July 1, 2011 02353
I �-r����.
00 61 19 - 2
MAINT'ENANCE BOND
Page 2 of 3
1 NOW THEREFORE, the condition of this obligation is such that if Principal shall
2 remedy any defective Work, for which timely notice was provided by City, to a completion
3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
4 full force and effect.
5
6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconsn•uct any timely
7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
9 the Surety under this Maintenance bond; and
10
11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
13 Worth Division; and
14
15 PROVIDED FURTI�R, that this obligation shall be continuous in nature and
16 successive recoveries may be had hereon for successive breaches.
17
18
19
20
21
22
23
� 24
�
;
25
26
'i 27
CITY OF FORT WORTH 2O14 C� STREBT RECONSTRUCTION-CON1'RACT 1
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
GREAT AMERICAN INSURANCE COMPANY OF NEW YORK
New York
Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740
The number of persons authorized by
this power of attorney is not more than FIVE No. 0 14893
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK, a corporation
organized and existing under and by virtue of the laws of the State of New York, does hereby nominate, constitute and appoint the
person or persons named below its true and lawful attorney-in-fact, for it and in its name, place and stead to execute on behalf of
the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature
thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this
authority shall not exceed the limit stated below.
Name Address Limit of Power
TRACY TUCKER STEVEN TUCKER
W. LAWRENCE BROWN BENNETT BROWN
KEVIN J. DUNN
ALL OF
FORTH WORTH,
TEXAS
ALL
$100,000,000.00
This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above.
IN WITNESS WHEREOF, the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed
and attested by its appropriate officers and its corporate seal hereunto affixed this 15TH day of MAY , 2014 ,
Attest
��AiE 4 �
�SEAL�� �
•
Assis/nN Secrelnry
GREAT AMERICAN INSURANCE COMPANY OF NEW YORK
� �� `, ���
�- Dirisionn! Scnior ! ice Presirlen�
DAVID C. KITCHIN (877-377-2405)
STATE OF OHIO, COUNTY OF HAMILTON-ss:
On this 15TH day of MAY , 2014 , before me personally appeared DAVID C. KITCHIN, to me known,
being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond
Division of Great American Insurance Company of New York, the Company described in and which executed the above instrument;
that he knows the seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed
his name thereto by like authority.
o� �b C�
� No�aryPubHc, SlabOfOhfo
� �,o�;,: . I�y Comniso(on Explres 08�09�2015
� �
�• � / , � /'
This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great
American Insurance Company of New York by unanimous written consent dated May 14, 2009.
RESOLVED: That the Divisional President, the several Divisional Senior Vice Presidents, Divisional Vice Presidents and Divisional
Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys-in-Fact
to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations
in the nature thereof,• to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment
at any time.
RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant
Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond,
undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby
adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the
Company with the same force and effect as though manually affixed.
CERTIFICATION
I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company of New York, do hereby certify that
the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been revoked and are
now in full force and effect.
Signed and sealed this 21st day of October
p�AfE 4
'�SEAL�E
2014
, .
<- c. �.,�
Assis(mil Secrelm�,
S1185J (12/13)
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRA.CT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Article 1— Definitions and Terminology ............................................................................
1.01 Defined Terms .................................................................................................
1.02 Terminology ....................................................................................................
Page
..................1
..................1
.................. 6
Article2— Preliminary Matters ......................................................................................................................... 7
2.01 Copies of Documents ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work .......................................................................................................................... 8
2.04 Before Starting Construction ........................................................................................................ 8
2.05 Preconstruction Conference .......................................................................................................... 8
2.06 Public Meeting .............................................................................................................................. 8
2.07 Initial Acceptance of Schedules .................................................................................................... 8
Article 3— Contract Documents: Intent, Amending, Reuse ..............
3 .O 1 Intent ................................................. . . ................... ..........
3.02 Reference Standards ........................................................
3.03 Reporting and Resolving Discrepancies .........................
3.04 Amending and Supplementing Contract Documents.....
3.05 Reuse of Documents .......................................................
3.06 Electronic Data ................................................................
............................................................ 8
............................................................ 8
............................................................ 9
............................................................ 9
.......................................................... l 0
..........................................................10
..........................................................11
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Environmental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .....................................................................................................................16
5.01 Licensed Sureties and Insurers ...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities ........................................................................................................19
6.01 Supervision and Superintendence ...............................................................................................19
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
6.02 Labor; Working Hours ................................................................................................................20
6.03 Services, Materials, and Equipment ...........................................................................................20
6.04 Project Schedule ..........................................................................................................................21
6.05 Substitutes and "Or-Equals" .......................................................................................................21
6.06 Concerning Subcontractors, Suppliers, and Others ....................................................................24
6.07 Wage Rates ..................................................................................................................................25
6.08 Patent Fees and Royalties ...........................................................................................................26
6.09 Permits and Utilities ....................................................................................................................27
6.10 Laws and Regulations .................................................................................................................27
6.11 Taxes ........................................................................................................................................... 28
6.12 Use of Site and Other Areas .......................................................................................................28
6.13 Record Documents ......................................................................................................................29
6.14 Safety and Protection .................................................................................................................. 29
6.15 Safety Representative ..................................................................................................................30
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/or Rectification ............................................................................................... 30
6.18 Submittals ....................................................................................................................................31
6.19 Continuing the Work ................................................................................................................... 32
6.20 Contractor's General Warranty and Guarantee ..........................................................................32
6.21 Indemnification .........................................................................................................................33
6.22 Delegation of Professional Design Services ..............................................................................34
6.23 Right to Audit ..............................................................................................................................34
6.24 Nondiscrimination .......................................................................................................................35
Article 7- Other Work at the Site ................................................................................................................... 35
7.01 Related Work at Site ................................................................................................................... 35
7.02 Coordination ................................................................................................................................36
Article 8 - City's Responsibilities ................................................
8.01 Communications to Contractor ................................
8.02 Furnish Data .............................................................
8.03 Pay When Due .........................................................
8.04 Lands and Easements; Reports and Tests ................
8.05 Change Orders ..........................................................
8.06 Inspections, Tests, and Approvals ............................
8.07 Limitations on City's Responsibilities .....................
8.08 Undisclosed Hazardous Environmental Condit'ron „
8.09 Compliance with Safety Program ............................
..................
..................
..................
..................
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................
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............................................... 36
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............................................... 36
............................................... 36
............................................... 36
............................................... 37
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............................................... 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 Pei-formed ..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work .....................38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCLJMENTS
Revision: August 17, 2012
Article 10 - Changes in the Work; Claims; Extra Worlc ................................................................................38
10.01 Authorized Changes in the Work ............................................................................................... 38
10.02 Unauthorized Changes in the Work ........................................................................................... 39
10.03 Execution of Change Orders ....................................................................................................... 39
10.04 Extra Work ..................................................................................................................................39
10.05 Notification to Surety ..................................................................................................................39
10.06 Contract Claims Process .............................................................................................................40
Article 11 - Cost of the Work; Allowances; Unit Price Worlc; Plans Quantity Measurement ...................... 41
11.01 Cost of the Work .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Work .......................................................................................................................... 44
11.04 Plans Quantity Measurement ......................................................................................................45
Article 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 �hange of Contract Time ............................................................................................................47
12.03 Delays ...................:......................................................................................................................47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice of Defects ........................................................................................................................48
13.02 Access to Work ...........................................................................................................................48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Work ........................................................................................................................49
13.05 City May Stop the Worlc .............................................................................................................49
13.06 Correction or Removal of Defective Work ................................................................................50
13.07 Correction Period ........................................................................................................................ 50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work ............................................................................................. 51
Article 14 - Payments to Contractor and Compietion .................................................................................... 52
14.01 Schedule of Values ......................................................................................................................52
14.02 Progress Payments ...................................................................................................................... 52
14.03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Partial Utilization ........................................................................................................................ 55
14.05 Final Inspection ...........................................................................................................................55
14.06 Final Acceptance .........................................................................................................................55
14.07 Final Payment ..............................................................................................................................56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................56
14.09 Waiver of Claims ........................................................................................................................ 57
Article 15 - Suspension of Work and Termination ........................................................................................ 57
15.01 City May Suspend Wor1c .............................................................................................................57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
Article16 - Dispute Resolution ......................................................................................................................61
16.01 Methods and Procedures .............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
Article17 — Miscellaneous .............................................................................................................................. 62
17.01 Giving Notice .............................................................................................................................. 62
17.02 Computation of Times ................................................................................................................ 62
17.03 Cumulative Remedies .................................................................................................................62
17.04 Survival of Obligations ............................................................................................................... 63
17.05 Headings ......................................................................................................................................63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
00 �z oo - �
General Conditions
Page 1 of 63
ARTICLE 1— DEFIlvITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specificaily defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Award — Authorization by the City Council for the City to entet• into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who submits a Bid directly to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. 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
STANDNZD CONSTRUCTION SPECff CATION DOCUMENTS
Revision: August 17, 2012
00 72 00 - 1
General Conditions
Page 2 of 63
13. Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for 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.
15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract 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 Worlc. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Conlract 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. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
00 72 00 - 1
General Conditions
Page 3 of 63
25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Commzcnrry Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Worlcs Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents,
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Worlc to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional worlc made 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 worlc shall be part of the Work.
36. Field Order—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. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OP PORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
00 �a oo - i
General Conditions
Page 4 of 63
38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requirements—Sections of Division 1 of the Contract Documents.
40. Hazardous EnvironmentaC Condition—The presence at the Site of Asbestos, PCBs,
' Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmentai bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement,
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCLTMENTS
Revision: August l7, 2012
oonoo-i
General Conditions
Page 5 of 63
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 Work to be performed under the Contract Documents.
53. Project Representative—The authorized representative of the City who will be assigned to
the Site.
54. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular WoNking Hours — 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 Worlc and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Worlc and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Worl< is to be performed, including rights-of-way, permits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Worlc, and
cei�tain 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 Worlc at the Site.
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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 of the Work.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend 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 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specifc statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Worlc including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Startrng Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Worlc.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by irnplication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
ofFicers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertalce responsibility inconsistent with the provisions of the Contract Documents.
3.p3 Reporting and Resolving Discrepancies
A. Reporting Discrepancies;
Contr�actor's Review of Coniract Documents Before Startiizg Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly repo��t in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual Icnowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Worlc affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Worlc: If, during the
performance of the Worlc, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Worlc affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo� prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also Icnown as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole ris(c. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing fi�om those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
l. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements,
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B, Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Dr•awings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by 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 D�ering Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Worlc in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B, Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
cornmitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated.� The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Worlc with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Worl<.
B. Not Shown or Indicated;
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City wi11 provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City sha]1 be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% wili be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
S ite.
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 rneans, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and informat'ron 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, inteipretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identifed
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D, If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing),
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor; (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Worlc may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a
reasonable belief it is unsafe, or does not agree to resume such 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 Worlc. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractos° shall indemn� and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all couf°t
or arbih�ation or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any
individual or entity from arrd against the consequerrces of that individual's or entzty's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or 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 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shail 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 or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall pramptly 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 requirernents of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insu�•ance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the CiTy,
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M, Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for 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.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
' 12. City, at its sole discretion, reserves the right to review the insurance requirements and to
malce reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of 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 Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee beneft
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supp(ier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability. If any of the worlc or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop worlc until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Worlc, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supe�°vision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficient(y, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Worlc in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Workrng Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor wili not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shali provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C, All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned. in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shal( be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2,07
and the General Requirements as it may be adjusted from time to time as provided below.
l. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification O1 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no lilce, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below,
"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 6.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it wili reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items;
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6,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 or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 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;
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c) whether incorporation or use of the proposed substitute item in connection with
the Worl< is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Constrzcction Methods or Procedures: If a specifc means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6,OS.A.2.
C. City's Evalztation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS,B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnzfy and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment,
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.O5.A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F, Contractor's Expense: Contractor shall provide all data in suppoi�t of any proposed substitute or
"or-equal" at Contractor's expense.
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G. City Substitute Reirrtbatrsement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time wiil be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or fles in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE, Material misrepresentation of any nature may be grounds
for termination of the Contract in 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
' ContraGtor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F, Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H, All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worlcer is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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D. Arbztration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the llth day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its SUbcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, atto�°neys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
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the incorporation in the Work of'any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents, City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents, It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatoiy agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4, Railroad Company Permits
C. Oactstandrng permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices r•equired by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to lcnow that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or arbitration or other dispute resolution costs) arising out of or relating to such Worlc.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
i Contractor's obligations under Paragraph 3.02,
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http:/h��ww.�vindo�v.stat�.�.us/taxir�fo/taxt�rms/93-forms.html
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
' area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 6.21, Contr�actor shall indemn� and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work.• During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning.� 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactory procedure, the City may talce such direct action as the City
deems appropriate to con•ect the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning.� Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Worlc Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Str•uctures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during constiuction, These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
CTTY OF FORT WORTH
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
' removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shal( 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. Al] damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
' directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Worlc is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25°/o, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City .for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
seivices, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications,
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
l. 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
iterns covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is speci�cally 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 speci�c written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shali be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Worlc that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Worlc in accordance with the Contract Documents:
1. observations by City;
2, recommendation or payment by City of any progress or final payment;
the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Worlc or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Worlc by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the 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 Indemni�cation
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its of�cers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the worlc and services to be performed by the
Contractor, its of�cers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WE12E 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 worlc and
services to be performed by the Contractor, its of�cers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT _IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR
NEGLIGENCE OF THE CITY.
6,22 Delegation of Professional Design Services
` A. Contractor will not be required to provide professional design services unless such services are
specifcally required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
' ' techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Conh�act Documents. City's review
' and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 618.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Reguiar Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City sha(1 give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S,
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or nationaf
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afFord each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other worlc with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Worlc with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise malce its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such worlc; provided, however, that
Contractor may cut or alter others' wor(c with the written consent of City and the others whose
work will be affected,
C. If the proper execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other worlc and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Worlc. Contractor's failure to so
report will constitute an acceptance of such other worlc as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others,
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4,02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physica] conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on Cily's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City wi11 not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14,
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Worlc. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptabilily of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10,02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Worlc under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contcact Time which are agreed to by the parties, including
any undisputed sum or amount of time for Worlc actually performed,
10.04 Ext�a Work
A. Should a difference arise as to what does or does not constitute Extra Worl<, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall Iceep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Worlc shall be made pursuant to
Paragraph 10,06.
B. The Contractor shall furnish the City such installation records of all deviations 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 Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, 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 worl< as a result of the change or Extra Work.
10.05 Notifzcation 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.
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A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
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 from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, talce 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.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Articfe 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. 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:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Worlc. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sicic leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and stoc•age thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Worlc.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
' to the Worlc.
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, offce, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded.• The term Cost of the Worlc shall not include any of the following items:
Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01,A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any Icind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C.
D, Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a fo��n acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specifi.ed Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Worlc so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances:
1. Contractor agrees that:
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a, the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
proft, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additionai payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equai 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 guantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work perfoimed by Contractor differs materially and
significantly from the estimated c�uantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations signifcantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in lcind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75°/o
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of worlc performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized worlc done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Worlc covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and proft (determined as provided in Paragraph 12.O1.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
l. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.O1.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.O1.A.4 and 11.O1.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and
12.O1.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 peY�cent of the costs incurred by such Subcontractor under
Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of iive percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
no fee shall be payable on the basis of costs itemized under Paragraphs 11,O1.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Worlc or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.p3 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the tirne 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. Tf Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; COItRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and 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� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1, City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Conn•actor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense. �
B. If City considers it necessary or advisable that covered Worlc be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise malce available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovered Worlc is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Worlc in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Worlc.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction,
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient slcilled workers or suitable materials
or equipment, or fails to perform the Worlc in such a way that the completed Worlc will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Cot�rection or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Parageaph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period af time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or per►nitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous seivice
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Worlc to the extent not otherwise
paid by Contractor, If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Worlc, or to remove and replace rejected Work as required by City in accordance with Paragraph
13,06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may excfude
Contractor from all or part of the Site, talce possession of all or part of the Worlc and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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costs) incun�ed or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to Ciiy for review an Application for Payment filled out
and signed by Contractor covering the Worlc completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5, The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review ofApplications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Worlc, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's Icnowledge:
a. the Worlc has progressed to the point indicated;
b. the quality of the Worlc is generally in accordance with the Contract Documents (subject
to an evaluation of the Worlc as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Worlc 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 Worlc,
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b, discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the t'rme of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be iive percent
(5%).
D, Liquidated Damages. For each calendar day that any work shail remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Worl<, City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use,
2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
1, within 10 days, City will schedule a Final Inspection with Contractor,
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately talce such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notifcation 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 writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon cornpletion by Contractor to City's satisfaction, of any additional Wor]< identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFCATION DOCUMENTS
Revision: August 17, 2012
14.07 Final Payrnent
A. Application for Payment.•
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1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
' Work.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
' 3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retarnage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods fo(lowing the completion of all other
construction in the Contract Documents for all Worlc locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Worlc will be resumed. Contractor
shal] resume the Worlc on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall talce every precaution to prevent damage or
deterioration of the worlc performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
CITY OF PORT WORTH
STANDAR.D CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
15.02 City May Terminate for Cause
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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 slcilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the beneft of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
' notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days a$er date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may take over any portion of the
Worlc and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
tal<e possession of the Work, and all materials and equipment incorporated into the Woric
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Worlc as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor. If such c(aims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Worlc performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WORTH
STANDARD CONSTEZUCTiON SPECIFCATiON DOCUMENTS
Revision: August 17, 2012
15.03 City May Terminate For Convenience
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A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
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 specifed in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
' which, if the Contract had been completed, would have been required to be furnished to
' the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C, At a time not later than 30 days after the termination date specifed in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City,
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STANDARD CONSTRUCTION SPECIFCAT[ON DOCUMENTS
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Worlc, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10,06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract, Timely submission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of frling of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10,06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become fnal and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
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1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individuai or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period, If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECiFCATION DOCUMENTS
Revision: August 17, 2012
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17.04 Szrrvival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
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SECTION 00 73 00
SUPPLEMENTARY CONDTTIONS
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GENERAL CONDTTIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in fi.tll 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.
Modi�cations and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
qther Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.1., "Availability of I.ands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
July 21, 2014.
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTiON-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
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Utilities oi• obstructions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of July 21, 2014:
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
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The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under
Buzzsaw, see Soil Lab / Test Results.
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or contiguous to the site of the Work:
"None"
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City:
"None"
SC-5.03A., "Certificates of Tnsurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees,
(1) City
(2) Consultant: "None"
(3) Other: "None"
SG5.04A., "Contractor's Insurance"
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GC-5.04A.
Statutory lirnits
Employer's liabiliry
$100, 000 each accident/occu����ence
$100, 000 Disease - each employee
$500, 000 Disease - policy limit
SC-5.04B., "Contractor's Insurance"
CITY OF PORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
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5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Tnsurance
under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with
minimum limits of:
$I, 000, 000 each occurrence
$2,000,000 aggregate limit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certifcate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily Injury per person /
$500, 000 Bodily Injury per accident /
$100,000 Properry Damage
SG5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks: "None".
The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
Entry AgreemenY' with the particular railroad company or companies involved, and to this end the
Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate
to the Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
coverage for not ]ess than the following amounts, issued by companies satisfactory to the City and to the
Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
occupy, or touch railroad property:
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(1) General Aggregate:
(2) Each Occurrence:
_ Required for this Contract
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
$ N/A
$ N/A
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With respect to the above outlined insurance requirements, the following shall govern:
1, Where a single railroad company is involved, the Contractor shall provide one insurance policy in
the name of the railroad company. However, if more than one grade separation or at-grade
crossing is affected by the Project at entirely sepai•ate locations on the line or lines of the same
railroad company, separate coverage may be required, each in the amount stated above.
2. Where more than one railroad company is operating on the same right-of-way or where several
railroad companies are involved and operated on their own separate rights-of-way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a
railroad company's right-of-way at a location entirely separate from the grade separation or at-
grade crossing, insurance coverage for this work must be included in the policy covering the grade
separation.
4. If no grade separation is involved but other worlc is proposed on a railroad company's right-of-
way, all such other work may be covered in a single policy for that railroad, even though the work
may be at two or more separate locations.
No work or activities on a railroad company's property to be performed by the Contractor shall be
commenced until the Contractor has furnished the City with an original policy or policies of the insurance
for each railroad company named, as required above. All such insurance must be approved by the City and
each affected Railroad Company prior to the Contractor's beginning work.
The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
railroad company operating over tracks involved in the Project.
SC-6.04., `�Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes: SC-6.07, "2013 Prevailing Wage Rates (Heavy & Highway Construction Projects)"
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
Fort Worth City Street Use Permit
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
"None".
SC-6.09G "Outstanding permits and licenses"
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised April 3, 2012 02353
007300-5
SUPPLEMENI'ARY CONDITIONS
Page 5 of 5
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The following is a list of known outstanding permits and/or licenses to be acquired, if any as of July 21,
2014: "None"
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSTON
"None"
SC-7.02., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
Vendor Sco e of Work Coordination Authorit
"None" "None" "None"
11
12
13 SC-8.01, "Communications to Contractor"
14
15 Section OI 5813: Temporary Project Signage
16
17 During construcfion, hvo project signs shall be provided for each street under cortstructron
18
19 A[l removed materiaUdebris must be hauled off to a si[itable dumpsite witf:in the sarrte day
20
21 Contractor shaCl saw-cut curb & gutter and/or pavement pr[or to removal
22
23 Contractor sltall backfill beltind the curb, driveways, sidewalks, ADA ran:ps a`td etc. rviflrin five days
24 from the date of completron
25
26 SC-9.01., "City's Project Representative"
27
28 The following firm is a consultant to the City responsible for construction management of this Project:
29 "None"
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31 SC-13.03C., "Tests and Inspections"
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33 "None"
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35 SG16.O1G1, "Methods and Procedures"
36 "None"
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39
40 END OF S�CTION
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised April 3, 2012 02353
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o� i�oo-i
SUMMARY OP WORK
Page 1 of 3
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4 1.1 SUMMARY
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SECTION O1 11 00
SUMMARY OF WORK
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
9 C. Related Specification Sections include, but are not necessarily limited to"
10 l. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1- General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiaty to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFER�NCES [NOT US�D]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and pet•forming
20 all Woi•k necessary for this construction project as detailed in the Drawings and
21 Specifications.
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:
C.
Subsidiary Work
1. Any and all Worl< specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
Use of Premises
1. Coordinate uses of premises under direction of the City,
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUC710N-CONTRACT 1
STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
o� i� oo-z
SUMMARY OF WORK
Page 2 of 3
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b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left fi•ee and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
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1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work associated with easements, including removal,
temporary closures and replacement, shall be subsidiary to the various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCT�ON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
3.
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01 11 00 - 3
SUMMARY OF WORK
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1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED�
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF PORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIPICAT[ON DOCUMENTS 02353
Revised July l, 20] 1
Ol 31 19 - 1
PRECONSTRUCTION MEET[NG
Page 1 of 3
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13 1.2
SECTION 01 31 19
PRECONSTRUCTION MEETING
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDUItES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
� 16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Coordination
1. Attend preconstruction meeting.
2, Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Project Representative
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS 02353
Revised July i, 2011
_ _
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O1 31 19 - 2
PRECONSTRUCTiON MEETING
Page 2 of 3
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e. Other City representatives
f. Others as appropr�iate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section O1 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Stal<ing
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE procedures
hh, Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OP FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
Ol 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT US�D]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED)
4 1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USEDJ
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July l, 2011
__ _
2014 CIP STREET RECONSTRUCTION-CONTRACT I
02353
013120-I
PROJECT MEETINGS
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 3120
PROJECT MEETINGS
5 A. Section Tncludes:
6 l. Provisions for project meetings throughout the construction period to enable orderly
7 review of the progress of the Work and to provide for systematic discussion of
8 potential problems
9 B. Deviations this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include, but are not necessarily limited to:
12 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
13 2. Division 1— General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A, Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
17 No separate payment wi(1 be allowed for this Item.
18 1.3 IZ�FERENCES [NOT USED]
19 1.4 ADMINISTRATIV� R�QUIREMENTS
20
21
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36
37
A. Coordination
1. Schedule, attend and administer as speci�ed, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall 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 specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
l. After the execution of the Agr•eement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including consn•uction start date
b. Answer any construction related questions
2, Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
O1 31 20 - 2
PROJECT MEETINGS
Page 2 of 3
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
8 C. Progress Meetings
9 1. Formal project coordination meetings will be held periodically. Meetings will be
10 scheduled and administered by Project Representative.
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4.
Additional progress meetings to discuss specifc topics wili be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting,
Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
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5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery 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 Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
C1TY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTiON SPECTFICATION DOCUMENTS CONTRACT 1
Revised July I, 2011 02353
Ol 31 20 - 3
PROJECT MEETINGS
Page 3 of 3
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o. Review monthly pay request
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
1.5 SUBMITTALS [NOT iJSED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED)
1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANC� [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT US�D]
19 1.11 FIELD [SITE] CpNDITIONS [NOT US�D]
20 1.12 WARRANTY [NOT USED]
21 PART 2- PRODUCTS [NOT USED]
22 PART 3 - �X�CUTION [NOT USED]
23
24
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
25
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRllCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 201 I 02353
013216-1
CONS'1'RUCTION PROGRESS SCHEDULE
Page 1 of 5
�
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION Ol 32 16
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section Includes:
6 l. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1— General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Work associated with this Item is considered sUbsidiary to the various items bid.
No separate payment will be allowed for this Item.
REFERENCES
A. Definitions
1, Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
projects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large andlor complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entity
e. Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
CITY Or FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 20I 1 02353
01 32 l6 - 4
CONSTRUCTIONPROGRESSSCHEDULE
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a. Float or slacic time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be perfoimed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any work due to such circumstances shall not be
considered as justification for claims for additional compensation.
22 1.5 SUBMITTALS
23 A. Baseline Schedule
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1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2, Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf format 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
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C. Schedule Narrative
l. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submittal Process
39 1. The City administers and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
41 Guidance Document.
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSiJRANCE
5 A. The person preparing and revising the constivction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
i l 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
�
17
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
O13233-1
PRECONSTRUCI'ION VIDEO
Page I of 2
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3 PART1- GENERAL
4 l.l SUMMARY
SECTION O1 32 33
PRECONSTRUCTTON VTDEO
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1, Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1— General Requii•ements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Worlc associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT US�D]
18 1.4 ADMINISTRATIVE REQUIR�MENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT US�D]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDJ
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
CITY OF PORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
1 PART 2- PRODUCTS [NOT USEll]
2 PART 3- EXECUTION [NOT USED]
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O l 32 33 - 2
PRECONSTRUCTION V[DEO
Page 2 of 2
Revision Log
L?ATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
013513-1
SPECIAL PROJECT PROCEDURES
Page 1 of 8
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SECTION Ol 35 13
SPECIAL PROJECT PROCEDURES
[Te�:t in Blue i,s,for infor�rrutio�a or� guidcmce. Ref�aoi�e a7/ blue tea�t ir� thc.fri�al. pr�oject dc�c�nze�rt.J
4 PART1- GEN�RAL
5 1.1 SUMMARY
6 A. Section Includes:
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1. The procedures for special project circumstances that includes, but is not (imited to;
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Notification Prior to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
l. �Coordination ivitl� Noi�lh Cc�rrtral Tea�a,s Cour�cil of Go>>eri�ments Clea�r
Conslr��ction Sl�ecifrcation [ren�tove zf not reyz�iredJ}
$. Deviations from this City of Fort Worth Standard Specification
1. None,
23 C. Related Specification Sections include, but are not necessarily limited to:
24 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1— General Requirements
26 3. Section 33 12 25 — Connection to Existing Water Mains
27 1.2 PRICE AND PAYMENT PROC�DURES
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A. Measurement and Payment
1. Coordination within Railroad permit areas
a. Measurement
1) Measurement for this Item will be by lump sum.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Inspection
3) Safeiy training
4) AdditionalInsurance
5) Insurance Certifcates
CITY OF PORT WORTH 2O14 CiP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
O] 3513-2
SPECIAL PROJECT PROCEDURES
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2.
3
A. Reference Standards
1. Reference standards cited in this Specifcation 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
High Voltage Overhead Lines.
3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
Specification
ADMINISTRATIVE REQUIREMENTS
A. Coordination with the Texas Department of Transportation
1. When work in the right-of-way which is under the jurisdiction of the Texas
Department of Transportation (TxDOT):
a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
6) Other requirements associated with general coordination with Railroad,
including additional employees required to protect the right-of-way and
property of the Railroad from damage arising out of and/or from the
construction of the Project.
Railroad Flagmen
a. Measurement
1) Measurement for this Item will be per working day.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for each working day that Railroad Flagmen are present at the
Site.
c. The price bid shall include:
1) Coordination for scheduling flagmen
2) Flagmen
3) Other requirements associated with Railroad
All other items
a. Work associated with these Items is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
Ol 35 13 -3
SPECIAL PROJECT PROCEDURES
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a. Insulating cage-type of guard about the boom or arm
b, Insulator links on the lift hook connections for bacic hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to;
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b, Coordination with power company
1) After notification coordinate with the power company to:
a) Ej•ect temporary mechanical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may wor]< within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1, Provide and follow approved Conftned Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Air Pollution Watch Days
1. General
a. Observe the following guidelines relating to working on City construction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
c. Critical Emission Time
1) 6:00 a.m. to 10:00 a.m.
2. Watch Days
a. The Texas Commission on Environmental Quality (TCEQ), in coordination
with the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the afternoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m, whenever construction phasing requires the
use of motorized equipment for periods in excess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a.m. if:
a) Use of motorized equipment is less than 1 hour, or
b) If equipment is new and certified by EPA as "Low Emitting", o�•
equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or
alternative fuels such as CNG.
E. TCEQ Air Permit
1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
F. Use of Explosives, Drop Weight, Etc,
1. When Contract Documents permit on the project the following will apply:
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
013513-4
SPECIAL PROJECT PROCEDURES
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a. Public Noti�cation
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public noti�cation in accordance with Section 01 31 13
G. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
2. Coordinate any event that will require connecting to or the operation of an existing
City water line system with the City's representative.
a. Coordination shall be in accordance with Section 33 12 25.
b. If needed, obtain a hydrant water meter from the Water Department for use
during the life of named project.
c. In the event that a water valve on an existing live system be turned off and on
to accommodate the construction of the project is required, coordinate this
activity through the appropriate City representative.
1) Do not operate water line valves of existing water system.
a) Failure to comply will render the Contractor in violation of Texas Penal
Code Title 7, Chapter 28,03 (Criminal Mischie� and the Contractor
will be prosecuted to the full extent of the law.
b) In addition, the Contractor will assume all liabilities and
responsibilities as a result of these actions.
H. Public Notification Prior to Beginning Construction
1. Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each
block in the project area.
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e, type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
� Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre-construction notification' flyer is attached as Exhibit
A.
3) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is
delivered to all residents of the block.
I. Public Notification of Temporary Water Service Interruption during Construction
C1TY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 20I2
013513-5
SPECIAL PROJECT PROCEDURES
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2.
In the event it becomes necessary to temporarily shut down water sei�vice to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the fc•ont door of each affected resident.
Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of seivice
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption noti�cation is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption noti�ication to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
£ Electronic versions ofthe sample flyers can be obtained from the Project
Construction Inspector.
J. Coordination with United States Army Corps of Engineers (USACE)
1, At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
K. Coordination within Railroad Pei•mit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f, Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or fi•om the construction of
the project. Proper utility clearance procedures sha(1 be used in accordance
with the pei•mit guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were present on Site.
L. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
CITY OF FORT WORTH 2O14 C[P STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
01 35 13 - 6
SPECIALPROJECTPROCEDURES
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b. If wet saw cutting is performed, capture and properly dispose of slurry.
M. Employee Parking
1. Provide parking for employees at locations approved by the City.
N. {Coordination with North Central Texas Council of Govei7lments (NCTCOG) Clean
Construction Specific�tion [if required �for the pr•oject — verify with City]
1. Comply witl� equiprnent, operational, reporting and enforcement requirements set
forth in NCTCOG's Gean Construction Specification.}
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED)
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4.B — Added requirement of compliance with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
Ol 35 13 - 7
SPECIAL PROJECT PROCEDURES
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Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
EXHIBIT A
(To be printed on Contractor's Letterhead)
'
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
�
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
Ol 3S 13 - 8
SPECIAL PROIECT PROCEDURES
Page 8 of 8
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EXHIBIT B
i' 1'
Date:
DOE HO. XXXX
Project Ha�e:
�OTICE OF TEP7PORARY Wt4►TER S1�l�VIC1E
IHTEt�LiP?IOH
DUE TO UTILITX IMPTtOVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERViCE WILL BE TNTERRUPTED O1V
BETWEEN TAE FIOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPTiONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 3
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3 PART1- GENERAL
SECTION Ol 45 23
TESTiNG AND INSPECTION SERVICES
4 1.1 SUMMARY
5 A. Section Includes:
6 l. Testing and inspection services procedures and coordination
7 B. Deviations fi•om this City of Fort Worth Standard Specification
8 l. None.
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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 Requit�ements
PRICE AND PAYMENT PROCEDiJ1Z�S
A. Measurement and Payment
l. Worlc associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all ►•equired payments
for testing by Contractor have been paid in full.
REFERENCES [NOT USED]
26 1.4 ADMINISTRATIV� REQUIR�MENTS
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A. Testing
l. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufftciently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CITY OF FORT WORTN 2014 CiP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
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014523-2
TESTiNG AND TNSPGCTION SERVICES
Page 2 of 3
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOS�OUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
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►�.]'
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT ]
Revised July 1, 2011 02353
o� so 00 - �
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
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SECTION O1 SQ 00
TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
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Section Includes:
l. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitaiy facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
Deviations from this City of Fort Worth Standard Specification
1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1— General Requirements
18 1.2 PRIC� AND PAYMENT PROC�DURES
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 Item.
22 1.3 R�FERENCES [NOT USED]
23 1.4 ADMINISTRATIVE R�QUIREMENTS
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A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
o� s000-2
TEMPORARY FACILITIES AND CONTROLS
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c. Coordination
1) Contact City 1 week before water for construction is desired
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporaiy power service or generator to
maintain operations during scheduled shutdown.
Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitaiy facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
44 D. Temporary Fencing
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July 1, 2011 02353
015000-3
TEMPORARY FACILITIES AND CONTROLS
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1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
l. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT US�D]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED)
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINT�NANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSiIRANCE [NOT USED]
16 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED)
18 1.12 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
2p PART 3- EX�CUTION [NOT USED]
21 31 INSTALL�RS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 INSTALLATION
25 A. Temporary Facilities
26 1. Maintain all temporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July I, 2011
02353
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR] / [RESTORATION]
2 3.6 RE-INSTALLATION
3 3.7 FI�LD [ox] 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 ACTIVITIES
8 A. Temporary 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 Worlc.
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
[E
�
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION O1 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 11 SUMMARY
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IS
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but a��e not necessarily limited to:
l. Division 0— Bidding Requirements, Cont►•act Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYM�NT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REF�I2�NCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
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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 worlcing 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 I, 201 I
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
O15526-2
STREET USE PERMIT AND MODIFICATIONS TO TRATFIC CONTROL
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a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
Modification to Approved Traffic Control
1. Prior to installation traffic control:
a, Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control,
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MIJTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign,
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
01 5526-3
STREET USE PERMiT AND MOD[FICATIONS TO TRAFF�C CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSUI2�NCE [NOT USED]
6 110 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 - �XECUTIQN [NOT USED]
11
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END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July l, 2011 02353
015813-I
TEMPORARY PROJECT SIGNAGE
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S�CTION O1 58 13
TEMPORARY PROJECT SIGNAGE
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SiTBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSUI2ANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER-FURNISHED (oa] OWNER-SUPPLI�DPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
Ol 58 13 - 2
TEMPOKARY PROJECT 3IGNAGE
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1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
B. Materials
l. Sign
a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 �XAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 INSTALLATION
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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 R�-INSTALLATION [NOT US�D]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUI' [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 20l 1 02353
Ol 58 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 4
1 3.14 ATTACHMENTS [NOT USED]
2 END OF SECTION
3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2014 CiP STREET RECONSTRUCTION-
CONTRACTI
02353
O1 58 13 -4
TEMPORARY PROJECT SIGNAGE
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
�l�r•Z�]�,�[�I:�r�.�[!1[lll:l
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS
Revised July 1, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
oi�000-�
MOBILIZATION AND REMOBILIZA'i'ION
Page 1 of 3
2
3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION Ol 70 00
MOBILIZATION AND REMOBILIZATION
A. Section Includes:
2. Mobilization and Demobilization
a. Mobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiurns paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from one location to another location on the Site.
b. Demobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
3. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Docurnents or as required by City includes:
1) Demobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work,
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OT FORT WORTH 2O14 CIP STREET RECONSTRUCTiON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised June 7, 2012
o� �000-z
MOBILIZA'i'lON AND REMOBILIZATION
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1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Worl< Order
c) Remova] of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from City of Fort Worth Standards
2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
23 Contract,
24 1.2 PRICE AND PAYM�NT PROCEDURES
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A. Measurement and Payment
2. Mobilization and Demobilization
a. Measurement and Payment
1) Work associated with this Item is considered subsidiary to the various items
bid. No separate payment will be allowed for this item.
3. Remobilization for suspension of Work as speci�cally required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization preformed.
b. Payment
1) The work performed in accordance with this Item will be paid for at the
unit price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
4. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of 00 72 00 General Conditions.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised June 7, 2012
01 70 00 - 3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
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2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
5. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Emergency Mobilization" in accordance
with Contract Documents. Demobilization shall be considered subsidiary
to mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2- PRODUCTS [NOT USED]
33 PART 3- EXECUTION [NOT USED]
34
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised June 7, 2012
017123-1
CONSTRUCTION STAKING
Page 1 of 3
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4 1.1 SUMMARY
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SECTION Ol 71 23
CONSTRUCTION STAKING
A. Section includes:
1. Requirements for construction stalcing.
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foims and Conditions of the Contract
2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REF�RENC�S [NOT US�D]
17 1.4 ADMINISTRATIV� REQUIREMENTS
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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. Genei•al
a. It is the Contractor'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.
c. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup.
1) The cost for stal<ing will be deducted from the payment due to the
Contractor for the Project,
34 1.5 SUBMITTALS
35 A. Submittals, if required, shall be in accordance with Section O1 33 00.
36 1. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July t, 2011 02353
01 71 23 - 2
CONSTRUCTION STAKING
Page 2 of 3
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1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
l. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
B. Field Qualiiy Control Submitta(s
l. Documentation verifying accuracy of feld engineering work
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
in the necessary crafts and who are completely familiar with the specified requirements
and the methods needed for proper performance of the Work.
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]
19 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED]
3.2 EXAMINATIpN [NOT USED]
3.3 PREPARATION
A. Verify location and protect control points before commencing Work.
B. Natify City's Prpject Representative immediately of any discrepancies discovered.
3.4 APPLICATION [N(OT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL
A. Preserve permanent reference points during progress of the Work.
B. Do not change or relocate reference points without approval from the City.
C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFtCATION DOCUMENTS CONTRACT 1
Revised July I, 2011 02353
017123-3
CONSTRUCTION STAKING
Page 3 of 3
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITI�S [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT US�D]
8
�
M_D�►i1�] �f.y ��[�1�1
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH 2O14 C[P STREET RECONSTRUCTION-
STANDARD CONSTRUCTtON SPECIFiCATION DOCUMENTS CONTRACT I
Revised July 1, 2011 02353
01 74 23 - 1
CLEANING
Page I of 4
1
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S�CTION O1 74 23
CLEANING
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specifed elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1, None.
C. Related Specificatipn Sections include, but are not necessarily limited to:
1. Divisian 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
l. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
l. Store cleaning products and cieaning wastes in cantainers specifcally designed for
those materials.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201( 02353
O 1 74 23 - 2
CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARItANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
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A. Cleaning Agents
1. Compatible with surface being cleaned
Z. New and uncontaminated
3. For manufactured surfaces
a, Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT IJSED]
13 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED]
3.2 �XAMINATION [NOT USED]
3.3 PREPARATIQN [NOT USED]
3.4 APPLICATION [NQT US�D]
3.5 R�P�1IR / RESTpRATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD �ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewei•s.
4. Dispose of degradable debris at an approved solid waste disposal site.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
O 1 74 23 - 3
CLEANING
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5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City resei�ves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum wee]<l� intervals, dispose of waste materials, debris and rubbish.
3. Confne construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTiON SPGCIFICATION DOCUMENTS CONTRACT 1
Revised July l, 2011 02353
O 1 74 23 - 4
CLEANING
Page 4 of 4
1 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
2 junction boxes and inlets.
3 4. If no longer required for maintenance of erosion facilities, and upon approval by
4 City, remove erosion control from site.
5 5. Clean signs, lights, signals, etc.
6 3.11 CLOSEQUT ACTIVITIES [NOT US�D]
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3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENT5 [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised 7uly 1, 201 I 02353
017719-1
CLOSEOUT REQUIREMENTS
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SECTION O1 77 19
CLOSEOUT REQUIREMENTS
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Ttem.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Worl< or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS (NOT USED]
3 PART 2- PRODUCTS [NOT US�D]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USLD]
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3.4 CLpSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section O1 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23
12 B. Prior to requesting Final Inspection, perform fnal cleaning in accordance with Section
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C. Finallnspection
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 Cantractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Worlc is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertalce 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 accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the iirst lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
20I4 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
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01 77 19 - 3
CLOSEOUT REQUIREMENTS
Page 3 of 3
D. Notice of Project Completion
1. Once the Ciiy Froject Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oa] SITE QUALITY CONTROL [NpT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED)
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF PORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201 I 02353
O1 78 39 - I
PROJECT RECORD DOCUMENTS
Page 1 of S
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SECTION O1 78 39
PROJECT RECORD DOCUMENTS
3 PART1- GENERAL
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l.l SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B, Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROC�DURES
18 A. Measurement and Payment
19 1. Worlc associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item,
21 1.3 REFERENCES (NOT US�D]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS (NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
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1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 5
1 2. Accuracy of records shall be such that future searches for items shown in the
2 Contract Documents may rely reasonably on infoimation obtained from the
3 approved Project Record Documents.
4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
5 information that the change has occurred.
6 4. Provide factual information regarding all aspects of the Work, both concealed and
7 visible, to enable future modification of the Work to proceed without lengthy and
8 expensive site measurement, investigation and examination.
9 1.10 STORAG� AND HANDLING
10 A. Storage and Handling Requirements
I 1 1. Maintain the job set of Record Documents completely protected from deterioration
12 and from loss and damage until completion of the Work and transfer of all recorded
13 data to the final Project Record Documents.
14 2. In the event of loss of recorded data, use means necessary to again secure the data
I S to the City's approval.
16 a. In such case, provide replacements to the standards originally required by the
17 Contract Documents.
18 l.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
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2.1 OWNER-FURNISHED �oa] OWNER-SUPPLIED PRODUCTS [NOT USED]
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 Work and prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
Ol 78 39 - 3
PROJECT RECORD DOCUMENTS
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2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT US�D]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum, in accordance with the intervals set forth in Section Ol 71 23,
clearly marlc 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 inlc or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similat• items, at•e shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
CITY OF PORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
01 78 39 - 4
PROJECT RECORD DOCUMENTS
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1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identi�cation sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
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Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
a Call attention to each entry by drawing a"cloud" around the area or areas
affected.
d, Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
CITY OF FORT WORTH 2O14 CiP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
01 78 39 - 5
PROJECT RECORD DOCUMENTS
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3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD (oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTAGHMENTS [NOT U5ED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July t, 2011 02353
024115-1
PAVING REMOVAL
Page 1 of 6
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SECTION 02 41 15
PAVING REMOVAL
A. Section Includes
1: Removing concrete paving, asphalt paving and brick paving.
2. Removing concrete curb and gutter.
3, Removing concrete valley gutter.
4. Milling roadway paving.
5. Pulverization of existing pavement.
6. Disposal of removed materials.
12 B.
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Deviations from City of Fort Worth Standards
1. Pulverize the existing pavement to a depth of 8"; temporarily remove and store the
8" deep pulverized material, then cut the base 3"; start the 3" base cut at a depth of
8" from the existing pulverized surface.
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
21 1.2 PRICE AND PAYMENT PROCEDURES
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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: measure by the sqaare yard between the lips of
gutters.
c. Remove Brick Paving: measure by the square yard.
d. Remove Concrete Curb and Gutter: measure by the linear foot.
e. Remove Concrete Valley Gutter: measure by the square yard
£ Wedge Milling: measure by the square yard for varying thickness.
g. Surface Milling: measure by the square yard for varying 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 compensation 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,
CITY OF PORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
0241 15-2
PAVING REMOVAL
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Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
cleaning, hauling, disposal, tools, equipinent, labor and incidentals needed to
execute work.
Remove Concrete Curb and Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
Remove Concrete Valley Gutter: full compensation for saw cutting, removal,
hauling, disposal, tools, equipment, labor and incidentals needed to execute
work.
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.
Surface Milling: full compensation for all milling, hauling milled material to
salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
to execute the work.
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.
Pavement Pulverization: full compensation for all labor, material, equipment,
tools and incidentals necessary to pulverize, remove and store the pulverized
material, undercut the base, mixing, compaction, haul off, sweep, and dispose
of the undercut material.
Remove speed cushion: full compensation for removal, hauling, disposal,
tools, equipment, labor, and incidentals needed to execute the work.
No payment for saw cutting of pavement or curbs and gutters will be made
under this section. Include cost of such work in unit prices for items listed in
bid form requiring saw cutting.
No payment will be made for work outside maximum payment limits indicated
on plans, or for pavements or structures removed for CONTRACTOR's
convenience.
31 1.3 It�FERENCES
32 A. ASTM International (ASTM):
33 a. I?698, Standard Test Methods for Laboratory Compaction Characteristics of
34 Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH 2O14 CiP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
024115-3
PAVtNG REMOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
2 1.5 SUBMITTALS [NOT USED]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSUItANCE [NOT USED]
7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS
i l 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
12 2.2 EQUIPMENT [NOT USED] .
13 2.3 ACCESSORIES [NOT USED]
14 2.4 SOURCE QUALITY CONTROL [NOT USED]
I S PART 3- EXECUTION
16 3.1 EXAMINATION [NOT USED]
17 3.2 INSTALLERS [NOT USED]
18 3.3 PREPARATION
19 A. General:
20 1. Mark paving removal limits for City approval prior to beginning removal.
21 2. Identify known utilities below grade - Stake and flag locations.
- 22 3.4 PAVEMENT REMOVAL
23 A. General.
24 l. Exercise caution to minimize damage to underground utilities.
25 2. Minimize amount of earth removed.
26 3. Remove paving to neatly sawed joints.
27 4. Use care to prevent fracturing adjacent, existing pavement.
28 B. Sawing
29 1. Sawing Equipment.
30 a. Power-driven.
31 b. Manufactured for the purpose of sawing pavement.
32 c. In good operating condition.
33 d. Shall not spall or fracture the pavement structure adjacent to the removal area.
34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and
35 perpendicular to existing joint.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July 1, 2011 02353
0241 IS-4
PAVING REMOVAL
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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, saw
joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
joint, edge or lip.
5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
neat, straight line for the purpose of removing the damaged area.
C. Remove Concrete Paving and Concrete Valley Gutter
l. Sawcut; See 3.4.B.
2. Remove concrete to the nearest expansion joint or vertical saw cut.
D. Remove Concrete Curb and Gutter
1. Sawcut: See 3.4.B.
2. Minimum limits of removal: 30 inches in length.
E. Remove Asphalt Paving
1. Sawcut: See 3.4.B.
2. Remove pavement without disturbing the base material.
3. When shown on the plans or as directed, stockpile materials designated as
salvageable at designated sites.
4. Prepare stockpile area by removing vegetation and trash and by providing for
proper drainage.
F. Milling
1. General:
a. Mill surfaces to the depth shown in the plans or as directed.
b. Do not damage or disfigure adjacent work or existing surface improvements.
c. If milling exposes smooth underlying pavement surfaces, mill the smooth
surface to make rough.
d. Provide safe temporary transition where vehicles or pedestrians must pass over
the milled edges.
e. Remove excess material and clean milled surfaces.
f. Stockpiling of planed material will not be permitted within the right of way
unless approved by the City.
g. If the existing base is bi•ick 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 necessaiy pavement thicicness in a five-foot minimum width.
b. Self-propelled with sufficient power, t�•action and stability to maintain accurate
depth of cut and slope.
c. Equipped with an integral loading and reclaiming means to irnmediately
remove material cut from the surface of the roadway and discharge the cuttings
into a truck, all in one operation.
d. Equipped with means to control dust created by the cutting action.
e. Equipped with a manual system providing for uniformly varying the depth of
cut while the machine is in motion making it possible to cut flush to all inlets,
manholes, or other obstructions within the paved area.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July I, 2011 02353
0241 15-5
PAVING REMOVAL
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£ 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 brick pavement from the lip of gutter
at a depth of 2 inches and transitioning to match the existing pavement (0-inch
cut) at a minimum width of 5 feet.
b. Surface Mill existing asphalt pavement to the depth specified,
c. Provide a milled surface that provides a uniform surface free from gouges,
ridges, oil film, and other imperfections of workmanship with a uniform
textured appearance.
d. In all situations where the existing H.M.A.C, surface contacts the curb face, the
wedge milling includes the removal of the existing asphalt covering the gutter
up to and along the face of curb.
e. Perform wedge or surface milling operation in a continuous manner along both
sides of the street or as directed.
4. Butt Joint Milling
a. Mill butt joints into the existing surface, in association with the wedge milling
operation.
b. Butt joint will provide a full width transition section and a constant depth at the
point where the new overlay is terminated.
c. Typical locations for butt joints are at all beginning and ending points of streets
where paving material is removed. Prior to the milling of the butt joints,
consult with the City for proper location and limits of these joints.
d. Butt Milled joints are required on both sides of all railroad tracks and concrete
valley gutters, bridge decks and culverts and all other items which transverse
the street and end the continuity of the asphalt surface.
e. Make each butt joint 20 feet ]ong 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
35 1. Remove masonry paving units to the limits specified in the plans or as directed by
36 the City.
37 2. Salvage existing bricks for re-use, clean, palletize, and deliver to the City Stock pile
38 yard at 3300 Yuma Street or as directed.
39 H. Pavement Pulverization
40 1. Pulverization
41 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
42 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
43 base 3 inches.
44 c. Start 3-inch base cut at a depth of 8 inches from the existing pulverized surface.
45 2. Cement Application
46 a. Use 3% Portland cement; if "RoadBond" is applied, use 1.5% Portland cement.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT !
Revised July 1, 201 I 02353
0241 15-6
PAVING REMOVAL
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b. See Section 32 11 33.
3. Mixing: see Section 32 11 33,
4. Compaction: see Section 32 11 33.
5. Finishing: see Section 32 11 33.
6. Curing: see Section 32 11 33.
. s�efgr��el:
�, n„�..,,..:.,,, i n : ,.�,�� a„��
�.
c. .
I. Remove speed cushion
1. Scrape or sawcut speed cushion from existing pavement without damaging existing
pavement.
3.5 REPAII2 [NOT USED]
3.6 R�-INSTALLATION [NOT USED]
3.'7 FIELD QUALITY CONTROL [NOT USEDJ
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITI�S [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINT�NANCE [NOT USED]
3.14 ATTACHM�NTS [NpT USED]
1�►11�]�.��y C�1�1
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
312316-1
UNCLASSIFIED EXCAVATION
Page 1 of 5
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4 1.1 SUMMARY
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I.;�
:
C.
SECTION 31 23 16
UNCLASSIFIED EXCAVATION
Section Includes:
1. Excavate areas as shown on the Drawings or as directed. Removal of materials
encountered to the lines, grades, and typical sections shown on the Drawings and
removal fi•om 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.
Deviations from this City of Fort Worth Standard Specification
1. None.
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 31 24 00 — Embankments
20 1.2 PRICE AND PAYMENT PROCEDURES
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A, Measurement and Payment
1. Measurement
a. Measurement for this Item shall be by the cubic yard in its final position using
the average end area 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 required.
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 "Unclassifed Excavation". No additional compensation
will be allowed for rock or shrinkage or swell factors as these are the
Contractor's responsibility.
3. The price bid shall include:
a. Excavation
b. Excavation Safety
c, Drying
d. Dust Control
CiTY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS CONTRACT t
Revised July l, 2011 02353
312316-2
UNCLASSIFIED EXCAVATION
Page 2 of 5
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e. Reworking or replacing the over excavated material in rock cuts
f. Hauling
g. Disposal of excess material not used elsewhere onsite
h. Scarification
i. Clean-up
6 1.3 REFERENCES [NOT USED]
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A. Definitions
1. Unclassified 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 classification of
the excavation.
13 1.4 ADMINSTRATIV� REQUIREMENTS
14 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
15 O1.
16 1.5 SUBMITTALS [NOT USED]
17 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBMITTALS [NOT USED]
18 1.7 CLOS�OUT SUBMITTALS [NOT USED]
19 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE
21 A. Excavation Safety
22 1. The Contractor shall be solely responsible for malcing all excavations in a safe
23 manner.
24 2. All excavation and related sheeting and bracing shall comply with the requirements
25 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
26 110 DELIV�RY, STORAGE, AND HANDLING
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A. Storage
1. Within Existing Rights-of-Way (ROW)
a. Soil may be stored within existing ROW, easements or tempora�y construction
easements, unless specifically disallowed in the Contract Documents.
b. Do not blocic drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. When the Work is performed in active traffic 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 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July I, 2011 02353
312316-3
UNCLASSIFIED EXCAVATION
Page 3 of 5
1 b. Provide an affidavit that rights have been secured to store the materials on
2 private property.
3 c. Provide erosion control in accordance with Section 31 25 00.
4 d. Do not block drainage ways.
5 1.11 FIELD CONDITIONS
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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 there from by the Contractor.
2. Data is made available for the convenience of the Contractor.
1.12 WARRANTY [NOT USED]
13 PART 2- PRODUCTS [NOT USED]
14 2.1 OWNER-FURNISHED [NOT USED]
I S 2.2 PRODUCT TYPE5 AND MATERIALS
16 A. Materials
17 1. Unacceptable Fill Material
18 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
19 D2487
20 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CONSTRUCTION
A. Accept ownership of unsuitable or excess material and dispose of material off-site
accordance with local, state, and federal regulations at locations.
B. Excavations shall be performed in the dry, and kept free from water, snow and ice
during construction with eh exception of water that is applied for dust control.
C. Separate Unacceptable Fill Material from other materials, remove from the Site and
properly dispose according to disposal plan.
D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
proposed or existing structures.
E. Correct any damage to the subgrade caused by weather, at no additional cost to the
City.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
312316-4
UNCLASSIFIED EXCAVATION
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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 embanlcment 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. In the event of over excavation due to contractor error below the lines and grades
established in the Drawings, use approved embanlcment 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
A, Subgrade Tolerances
1. Excavate to within 0.1 foot in all directions.
2. In areas of over excavation, Contractor provides fill material approved by the City
at no expense to the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED]
3.11 CLOSEOUT ACTIVITI�S [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
32O129-1
CONCRETE PAVING REPAIR
Page 1 of 4
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION 32 O1 29
CONCRETE PAVING REPAIR
A. Section includes:
1. Concrete pavement repair to include, but not limited to:
a. Utility cuts (water, sanitaiy sewer, drainage, etc.)
b. Warranty work
c. Repairs of damage caused by Contractor
d. Any other concrete pavement repair needed during the course of construction
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
3. Section 32 O1 18 - Temporaiy Asphalt Paving Repair
4. Section 32 12 16 - Asphalt Paving
5. Section 32 13 13 - Concrete Paving
6. Section 33 OS 10 - Utility Trench Excavation, Embedment and Backfill
20 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Concrete Pavement Repair [WheJ� parzel re��lcrce»te��t is not requrred.for artiliry
ti°e��zch Ne.peri�°, repair widtl� is to incl�a�de tlle inidth beyond the tr�encla ,shc�wn in �he
Draivitzgs crs tivell crs any additionc�X tividtl� requzred aroamd struetu�•es. TI7e��e is no
differ•eritiaticm heh��een main lrne trei�ch repair and seri�ic.e lr�e trench re�air for
corzcrete roadwcrys because. the quantity is �iteas�f�ed by syua�e yar��..J
a. Measurement
1) Measurement for this Item shall be by the square yard of Concrete
Pavement Repair for various:
a) Street types
2) Limits of repair will be based on the time of service of the existing
pavement. The age of the pavement will need to be determined by the
Engineer through coordination with the City. For pavement ages:
a) 10 years or less: repair entire panel
b) Greater than 10 years: repair to limits per Drawings
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "MeasuremenY' shall be paid for at the
unit price bid per square yard of Concrete Pavement Repair
c. The price bid shall include:
1) Shaping and fine grading the placement area
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
320129-2
CONCRETE PAVING REPAIR
Page 2 of 4
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2) Furnishing and applying al] water required
3) Furnishing, loading and unloading, storing, hauling and handling all
concrete
4) Furnishing, loading and unloading, storing, hauling and handling all base
material
5) Mixing, placing, finishing and curing all concrete
6) Furnishing and installing reinforcing steel
7) Furnishing all materials and placing longitudinal, warping, expansion and
conh•action joints, including all steel dowels, dowel caps and load
transmission units required, wire and devices for placing, holding and
supporting the steel bar, load transmission units, and joint filler in the
proper position; for coating steel bars where required by the Drawings
8) Sealing joints
9) Monolithically poured curb
10) Cleanup
1.3 REFER�NCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREM�NTS
A. Permitting
l. Obtain Street Use Permit to make utility cuts in the street from the Transportation
and Public Works Department in conformance with cun�ent ordinances.
2, Transportation and Public Works Department will inspect paving repair after
construction.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
25 A. Concrete Mix Design: submit foi• approval in accordance with Section 32 13 13.
26 1.7 CLOSEOUT SUBMITTALS [NOT USED]
27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
28 1.9 QUALITY ASSURANCE [NOT US�D]
29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
30 1.11 FIELD CONDITIONS
31 A. Weather Conditions: Place concrete as specified in Section 32 13 13.
32 1.12 WARRANTY [NOT USED]
33 PART 2 - PRODUCTS
34 2.1 OWNER-FIJRNISHED PRODUCTS [NOT USED]
35 2.2 MATERIALS
36 A. Embedment and Backfill: see Section 33 05 10.
37 B. Base material: Concrete base: see Section 32 13 13.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTTON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32O129-3
CONCRETE PAVING REPAIR
Page 3 of 4
1 C. Concrete: see Section 32 13 13.
2 1. Concrete paving: Class H or Class HES.
3 2. Replace concrete to the specified thickness.
4 2.3 ACCESSORIES [NOT USED]
S 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
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3.3 PREPARATION
A. Replace a continuous section if multiple repairs are closer than 10 feet apart from edge
of one repair to the edge of a second repair.
B. If the cut is to be covered, use steel plates of sufficient strength and thickness to support
traffic.
1, Construct a transition of hot-mix or cold-mix asphalt from the top of the steel plate
to the existing pavement to create a smooth riding surface.
a. Hot-mix or cold-mix asphalt: conform to the requirements of Section 32 12 16.
C. Surface Preparation: mark pavement cut repairs for approval by the City.
3.4 INSTALLATION
A. Sawing
1. General
a. Saw cut perpendicular to the surface to full pavement depth.
b. Saw cut the edges of pavement and appurtenances damaged subsequent to
sawing to remove damaged areas.
c. Such saw cuts shall be parallel to the original saw cut and to neat straight lines.
2. Sawing equipment
a. Power-driven
b. Manufactured for the purpose of sawing pavement
c. In good operating condition
d. Shall not spall or facture concrete adjacent to the repair area
3. Repairs: In true and straight lines to dimensions shown on the Drawings
4. Utility Cuts
a. In a true and straight line on both sides of the trench
b. Minimum of 12 inches outside the trench walls
5. Prevent dust and residues from sawing from entering the atmosphere or drainage
facilities.
B. Removal
1. Use care in removing concrete to be repaired to prevent spalling or fracturing
concrete adjacent to the repair area.
C. Base: as specified in Drawings
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32 01 29 - 4
CONCRETE PAVING REPAIR
Page 4 of 4
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D. Concrete Paving
1. Concrete placement: in accordance with Section 32 13 13.
2. Reinforce concrete replacement: as specified in Drawings
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 ADJUSTING [NOT USED]
3.10 CLEANING (NOT USED]
3.11 CLOS�OUT 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
1.2.A — Modified Items to be included in price bid; Added blue text for clarification
12/20/2012 D. Johnson of repair width on utility trench repair
2.2.C.1 — Changed to Class P to Class H
15
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
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C
SECTION 32 11 33
CEMENT TREATED BASE COURSES
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.
Deviations from City of Fort 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
I S 2. Division 1- General Requirements
16 3. Section 32 11 26 - Flexible Base Courses
17 1.2 PRICE AND PAYMENT PROCEDURES
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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 finishing;
7) water and sprinkling;
8) curing;
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
321133-2
CEMENT TREATED BASE COURSES
Page 2 of 7
1
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9) and for all manipulation, labor, equipment, appliances, tools and incidentals
necessary to complete the work.
3 1.3 REFER�NCES
4 A. Reference Standards
5 1. Reference standards cited in this speci�cation refer to the current reference standard
6 pubtished at the time of the latest revision date logged at the end of this
7 specification, unless a date is specifically cited,
8 2. ASTM International (ASTM):
9 a. C150, Standard Specification for Portland Cement
10 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of
11 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
12 3. Texas Department of Transportation (TxDOT)
13 a. Tex-101-E, Preparing soil and flexible base materials for testing
14 b. Tex-140-E, Measm•ing thickness of paving layers
15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
16 1.5 ACTION SUBMITTALS [NOT USED]
17 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
18 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
19 1.8 MAINT�NANCE MATERIAL SUBMITTLAS [NOT US�D]
20 1.9 QUALITY ASSURANCE [NOT US�D]
21 1.1p DELIVERY, STORAGE, AND HANDLING
22 A. Truck Delivered Cement
23 1. Each trucic ticket shall bear the weight of cement measured on certified scales.
24 2. Submit delivery tickets, certified by supplier, that include weight with each bulk
25 delivery of cement to the site.
26 1.11 FIELD [SIT�] CONDITIONS
27 A. Start cement application only when the air temperature is at least 35 degrees F and
28 rising or is at least 40 degrees F.
29 B. Measure temperature in the shade away from artificial heat,
30 C. Suspend application when the City determines that weather conditions are unsuitable.
31 1.12 WARRANTY [NOT US�D]
32
33
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
34 2.2 MATERIALS
35 A. General
36 l. Furnish uncontaminated materials of uniform qualiiy that meet the requirements of
37 the plans and specifications.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECtFICATiON DOCUMENTS CONTRACT I
Revised July 1, 201 I 02353
32 ] 1 33 - 3
CEMENT TREATED BASE COURSES
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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.
4. The City may sample and test project materials at any time before compaction.
B. Cement; ASTM C150 Type I, II or IP.
C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32
11 26 for the type and grade shown on the plans, before the addition of cement.
D. Water: Furnish water free of industrial wastes and other objectionable material.
2.3 ACC�SSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT US�D]
3.3 PREPARATION
A. Shape existing material in accordance with applicable bid items to conform to typical
sections shown on the plans and as directed.
3.4 INSTALLATION
A. General
1. Produce a completed course of treated material containing:
a. uniform Portland cement mixture, free from loose or segregated areas.
b. uniform density and moisture content.
c. well bound for full depth.
d. with smooth surface and suitable for placing subsequent courses.
2. Maximurn layer depth of cement treatment in single layer: 8 inches.
3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
compact and finish in equal layers not exceeding 5 inches deep.
B. Equipment
1. Provide machinery, tools, and equipment necessary 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 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 ifthe desired results are not achieved.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201 I 02353
32 11 33 - 4
CEMENT "i'REATED BASE COURSES
Page 4 of 7
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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 slurry tanks equipped with agitation devices for cement application.
b. The City may approve other sluriying methods.
c. Provide a pump for agitating the slurty when the distributor truc]< 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 cutters 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
15 1. Pulverize or scarify existing material after shaping so that 100 percent by dry
16 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No, 4 sieve
17 exclusive of gravel or stone retained in sieves.
18 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2
19 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or
20 stone retained in sieves.
21 D. Cement Application
22 1. Spread by an approved dry or slurry method uniformly on the soil at the rate
23 specified on the plans
24 2. If a bulk cement spreader is used, position by string lines or other approved method
25 during spreading to insure a uniform distribution of cement.
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4.
5.
Apply to an area that all the operations can be continuous and completed in daylight
within 6-hours of initial application.
Do not exceed the quantity of cement that permits uniform and intimate mixture of
soil and cement during dry-mixing operations
Do not exceed the specified optimum moisture content for the soil and cement
mixture.
6. No equipment, except that used in the spreading and mixing, allowed to pass over
the freshly spread cement until it is mixed with the soil.
34 E. Mixing
35 1. Thoroughly mix the material and cement using approved equipment.
36 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free
37 from all clods and lumps.
38 3. Keep mixture within moisture tolerances throughout the operation,
39 4. Spread and shape the completed rnixture in a uniform layer.
40 5. After mixing, the City samples the mixture at roadway moisture and test in
41 accordance with Tex 101 E, Part III, to determine compliance with the gradation
42 requirements in Table 1.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTTON-
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
321133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
1 Table 1
2 Gradation Re uirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No. 4 60
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F. Compaction
1. Prior to the beginning of 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 specification at the sole
expense of the CONTRACTOR.
5. The specified 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 from 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 necessary to ]ceep 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 h•eatment.
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 fuli
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 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
321133-6
CEMENT TREATED BASE COURSES
Page 6 of 7
1 l. After completing compaction of the final course, clip, skin, or tight-blade the
2 surface of the cement-treated material with a maintainer or subgrade trimmer to a
3 depth of approximately 1/4 inch.
4 2. Remove loosened material and dispose of at an approved location.
5 3. Roll the clipped surface immediately with a pneumatic tire roller adding small
6 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 S. Surface compaction and finishing shall proceed in such a manner as to produce, in
11 not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose
12 material, conforming to the drawn gr•ade 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 cracking.
18 I. Curing
19 1. General
20 a. Cure for at least 72 hours.
21 b. Maintain the moisture content during curing at no lower than 2 percentage
22 points below optimum.
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2. Curing method depends on finished pavement type:
a. Concrete pavement:
1) Sprinkle with water
2) Maintain moisture during curing
3) Do not allow equipment on the finished course during curing except as
required for sprinkling, unless otherwise approved.
b. Asphalt Pavement:
1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard.
2) Do not allow equipment on the �nished course during curing
3. Continue curing until paving operations begin.
33 3.5 [REPAIR]/ [R�STORATION] [NOT USED]
34 3.6 R�-INSTALLATION [NOT US�D]
35 3.7 FIELD QUALITY CQNTROL
36 A. Density Test
37 1. City Project Representative must be on site during density testing
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2. City to measure density of cement treated base course in accordance with ASTM
D693 8.
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 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
321133-7
CEMENT TREATED BASE COURSES
Page 7 of 7
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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 5YSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
312 PROTECTION [NOT US�D]
3.13 MAINTENANCE [NOT USED]
314 ATTACHM�NTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
321216-1
ASPHALT PAViNG
Page 1 of 23
1
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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 Construction Details
9 C. Deviations from City of Fort Worth Standards
10 1. None
11 p. Related Specification Sections include but are not necessarily limited to
12 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
13 2. Division 1- General Requirements
14 3. Section 32 O1 17 - Permanent Asphalt Paving Repair
15 1.2 PRICE AND PAYMENT PROCEDURES
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A, Measurement and Payment
1. Measurement
a. Asphalt Pavement: measure by the square yard of completed and accepted
asphalt pavement in its final position for various thicknesses and types.
b. H.M.A.C. Transition: measure by the ton of composite hot mix.
c. Asphalt Base Course: measure by the square yard of completed and accepted in
its final position for various thicknesses.
d. H.M.A.C. Pavement Level Up: measut•e by the ton of completed and accepted
in its �nal position.
e. H.M.A.C. Speed Cushion: measure by each completed and accepted in its final
position.
2. Payment: Based on the worlc performed and all materials furnished and subsidiary
work and materials include:
a. shaping and fine grading the roadbed
b, furnishing, loading and unloading, storing, hauling and handling all materials
including all freight and i•oyalty
c. traffic control for all testing
d. asphalt, aggt�egate, and additive
e. materials and work needed for corrective action,
f, equipment, labor, tools
g. trial batches,
h. tack coat,
i. removal and/or sweeping excess material.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 12 16 -2
ASPHALT PAVING
Page 2 of 23
1.3 REFERENCES
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A. Abbreviations and Acronyms
1. RAP (reclaimed asphalt pavement)
2. SAC (surface 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 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. National Institute of Standards and Technology (NIST)
a. Handbook 44 - 2007 Edition: Specifications, 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
Viscometer
e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
Using Rotational Viscometer
£ 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
k. Tex-227-F, Theoretical Maximum Specifc Gravity of Bituminous Mixtures
1. Tex-243-F, Tack Coat Adhesion
m. Tex-244-F, Thermal pro�le of Hot Mix Asphalt
n. Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 t2 16 - 3
ASPHALT PAVING
Page 3 of 23
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o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates
(Decantation Test for Concrete Aggregates)
p. Tex 408-A, Organic 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 Aggt•egate 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-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
aa, Tex 923-IC, Verifying the Accuracy of Liquid Additive Metering Systems
1.4 ADMINISTRATIVE REQUIREMENTS [NOT US�D]
17 1.5 ACTION SUBMITTALS [NOT USED]
18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1.
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT US�D]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 l.11 FI�LD CONDITIONS
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A. Weather Conditions
1. Place mixture when the roadway surface temperature is equal to or higher than the
temperatures listed in Table 1,
Table 1
lVllmmum Yavement �urtace l em eratures
Minimum Pavement Surface Temperatures in
De rees Fahrenheit
Originally Specified High Subsurface Layers or Surface Layers Placed in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45 50
PG 70 55' 60'
PG 76 or hi her 60� 60�
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT ]
Revised July l, 2011 02353
321216-4
ASPHALT PAVING
Page 4 of 23
1 '� Contractors may pave at temperatures 10°F lower than the values shown in Table 1
2 when utilizing a paving process inciuding WMA or equipment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held thermal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
6 10° F of thermal segregation.
7
8 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City.
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13 PART 2 - PRODUCTS
14 2.1 OWNER-FIJRNISHED PRODUCTS [NOT USED]
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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 specification 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.
1. 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 defnition 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
de�initions in Tex 100 E.
f. Samples must be from materials produced for the project.
CITY OF FORT WORTH 2Ot4 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
321216-5
ASPHALT PAViNG
Page 5 of 23
1 g. The City will establish the surface aggregate classification (SAC) and perform
2 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
3 h. Perform all other aggregate quality tests listed in Table 2.
4 i. Document all test results on the mixture design report.
5 j. The City may perform tests on independent or split samples to verify
6 CONTRACTOR test results.
7 k. Stocicpile aggregates for each source and type separately and designate for the
8 City.
9 1. Determine aggregate gradations for mixture design and production testing
10 based on the washed sieve analysis given in Tex 200 F, Part IT.
11
Table 2
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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 only when tested by the City
and/orapproved before use.
5) Allow 30 calendar days for the City to sample, test, and report results for
nonlisted sources.
6) Class B aggregate meeting all other requirements in Table 2 may be
blended with a Class A aggregate in order to meet requirements for Class A
materials.
7) When blending Class A and B aggregates to meet a Class A requirement,
ensure that at least 50 percent by weight of the material retained on the
No. 4 sieve comes from the Class A aggregate source.
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMGNTS
Revised July 1, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
l. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation.
2. Unless otherwise shown on the plans.
3. Unless otherwise shown on the plans. Only applies to ci�ushed gravel.
321216-6
ASPHALT PAVING
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8) Blend by volume if the bulk specific gravities of the Class A and B
aggregates differ by more than 0.300.
9) When blending, do not use Class C or D aggregates.
10) For blending purposes, coarse aggregate 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 otherwise
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 5 percent and the
plasticity index is greater than 8.
11) Test the stockpiled RAP for decantation in accordance with the laboratory
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 free 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 field sand, use fine aggregate from coarse aggregate
sources that meet the requirements shown in Table 2, unless otherwise
approved.
C]TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
321216-7
ASPHALT PAVING
Page 7 of 23
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7) If 10 percent or more of the stocicpile is retained on the No. 4 sieve, test the
stocl<pile and verify that it meets the requirements in Table 1 for coarse
aggregate angularity (Tex-460-A) and flat and elongated particles
(Tex-280-F).
Table 3
Gradation Re uirements for Fine A re at
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
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2. Mineral Filler. Mineral filler consists of finely divided mineral matter such as
agricultural lime, crusher �nes, hydrated lime, cement, or fly ash. Mineral filler is
allowed unless otherwise shown on the plans. Do not use more than 2 percent
hydrated lime or cement, unless otherwise shown on the plans. The plans may
require or disallow speci�c mineral fillers. When used, provide mineral filler that:
a. is sufficiently dry, free-flowing, and fi•ee frorn clumps and foreign matter;
b, does not exceed 3 percent linear shrinkage when tested in accordance with
Tex-107-E; and meets the gradation requirements in Table 4.
l4 Table 4
15 Gradation Re uirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
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19
20
21
22
23
3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
may be reintroduced into the mixing drum.
4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
binder specified as follows:
a. Performance-Graded Binders. PG binders must be smooth and homogeneous,
show no separation when tested in accordance with Tex-540-C, and meet
Table 5 requirements.
C[TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
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32 12 16 - 10
ASPHALT PAVMG
Page 10 of 23
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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 from an in-line sampling port at
the hot mix plant after the addition of modiiiers.
5. Tack Coat:
a. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-IH, or a
PG binder with a minimum high-temperature grade of PG 58 for tack coat
binder in accordance with Section 2.2.A.5.
6. Additives,
a. General:
1) When shown on the plans, use the type and rate of additive specified.
2) Other additives that facilitate mixing or improve the quality of the mixture
may be allowed when approved.
b. Liquid Antistripping Agent.
1) Furnish and incorporate all required asphalt antistripping agents in asphalt
concrete paving 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) Speci�c gravity of the agent at the manufacturer's recommended
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 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 2011 02353
32 12 16- 11
ASPHALT PAVING
Page 11 of 23
1
2
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5
Z) Furnish the City with representative samples of all materials used in the
mixture design.
3) The City will verify the mixture design.
4) If the design cannot be verified by the City, furnish another mixture design.
Table 6
Master Gradation Bands ( percent Passing by Weight or Volume)
and Volumetric Pro erties
Sieve B C D
Size Fine Coarse Fine
Base Surface Surface
1-1/2" — — —
1" 98.0-100.0 — —
3/4" 84.0-98.0 95.0-100.0 —
1/2" — — 98.0-100.0
3/8" 60.0-80.0 70.0-85.0 85.0-100.0
#4 40.0-60.0 43.0-63.0 50.0-70,0
#8 29.0-43.0 32.0-44.0 35.0-46.0
#30 13.0-28.0 14.0-28.0 15.0-29.0
#50 6.0-20,0 7.0-21.0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Desi n VMAI, ercent Minimum
— 13.0 14.0 15.0
Plant-Produced VMA, ercent Minimum
— 12.0 13.0 14.0
l. Voids in Mineral Aggregates.
0•
7
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Table 7
Laborato Mixture Desi n Pro erties
Property Test Requirement
Method
Tar et laborato -molded densi , ercent Tex-207-F 96.0
Tensile strength (dry), psi (molded to 93 Tex-226-F 85-2002
ercent�l ercentdensi
Boil test Tex-530-C —
l. Unless otherwise shown on the plans.
2. May exceed 200 psi when approved and may be waived when approved.
3. Used to establish baseline for comparison to production results. May be waived when
approved.
8. Warm Mix Asphalt (WMA)
a. WMA is defined as additives or processes that allow a reduction in the
temperature at which asphalt mixtures are produced and placed.
b. WMA is allowed for use at the CONTRACTOR's option unless otherwise
shown on the plans.
C1TY OF FORT WORTH 2O14 CTP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201 l 02353
32 12 16 - 12
ASPHALT PAVING
Page 12 of 23
1 c. Produce an asphalt mixture within the temperature range of 215 degrees F and
2 275 degrees F.
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
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED)
8 PART 3 - EXECUTION
9 3.1 INSTALL�RS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION
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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 tarpaulin.
5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover
the truck bed with tarpaulin.
21 3.4 INSTALLATION
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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 modifted 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.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 12 16 - 13
ASPHALT PAVING
Page 13 of 23
1 3. Weighing and Measuring Equipment.
2 a. General.
3 1) Provide weighing and measuring equipment for matei•ials measured or
4 proportioned by weight or volume.
5 2) Provide certified scales, scale installations, and measuring equipment
6 meeting the requirements of NIST Handbook 44, except that the required
7 accuracy must be 0.4 percent of the material being weighed or measured.
8 3) Furnish leak-free weighing containers large enough to hold a complete
9 batch of the material being measured.
10 b. Truck Scales,
11 1) Furnish platform truck scales capable of weighing the entire truck or truck—
12 trailer combination in a single draft.
13 c. Aggregate Batching Scales.
14 1) Equip scales used for weighing aggregate with a quick adjustment at zero
15 that provides for any change in tare.
16 2) Provide a visual means that indicates the required weight for each
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f.
g•
aggregate.
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.
Belt Scales.
1) Use belt scales for proportioning aggregate that are accurate to within 1.0
percent based on the average of 3 tast runs, where no individual test run
exceeds 2.0 percent when checiced in accordance with Tex-920-K.
Asphalt Material Meter.
1) Provide an asphalt material meter with an automatic digital display of the
volume or weight of asphalt material.
2) Verify the accuracy of the meter in 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.
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 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.
40 4. Drum-Mix Plants. Provide a mixing plant that complies with the requirements
41 below.
42 a. Aggregate Feed System.
43 1) Provide:
44 a) a minimum of 1 cold aggregate bin for each stockpile of individual
45 materials used to produce the mix;
46 b) bins designed to prevent overflow of material;
47 c) scalping screens or other approved methods to remove any oversized
48 material, roots, or other objectionable materials;
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 12 16 - 14
ASPHALT PAVING
Page 14 of 23
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IS
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c.
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e.
f.
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;
fl 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 signal 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 �ller that maintains a constant supply
with minimal loss of 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 temperature 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 interruptions 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,
� 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.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201 ] 02353
3212I6-IS
ASPHALT PAVtNG
Page I 5 of 23
1 g. Truck Scales.
2 1) Provide standard platform scales at an approved location.
3 5. Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B,4
4 "Drum-Mix Plants," except as required below.
5 a. Screening and Proportioning.
6 1) Provide enough hot bins to separate the aggregate and to control
7 proportioning of the mixture type speci�ed.
8 a) Supply bins that discard excessive and oversized material through
9 overflow chutes.
10 b) Provide safe access for inspectors to obtain samples from the hot bins.
11 b. Aggregate Weigh Box and Batching Scales.
12 1) Provide a weigh box and batching scales to hold and weigh a complete
13 batch of aggregate,
14 2) Provide an automatic proportioning system with low bin indicators that
15 automatically stop when material level in any bin is not sufficient to
16 complete the batch.
17 c. Asphalt Binder Measuring System.
18 1) Provide bucicet and scales of sufficient capacity to hold and weigh binder
19 for 1 batch.
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d. Mixer.
1) Equipment mixers with an adjustable automatic timer that controls the dry
and wet mixing period and locks the discharge doors for the required
mixing period.
2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section
2.2.B.5. "Weigh-Batch Plants," except as specifically described below.
a. Aggregate Feeds.
1) Aggregate control is required at the cold feeds. Hot bin screens are not
required.
b. Surge Bins.
1) Provide 1 or more bins large enough to produce 1 complete batch of
mixture.
c, Hauling Equipment.
1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
2) Cover each load of mixture with waterproof tarpaulins.
3) Before use, clean all truck beds to ensure the mixture is not contaminated.
4) When necessary, coat the inside truck beds with an approved release agent
from the City.
d. Placement and Compaction Equipment.
1) Provide equipment that does not damage underlying pavement.
2) Comply with laws and regulations concei•ning overweight vehicles.
3) When permitted, other equipment that will consistently produce satisfactory
results may be used.
44 7. Asphalt Paver.
45 a. General:
46 1) Furnish a paver that will produce a finished surface that meets longitudinal
47 and transverse profile, typical section, and placement requirements.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 20(1 02353
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ASPHALT PAViNG
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2) Ensure the paver does not suppoi�t the weight of any portion of hauling
equipment other than the connection.
3) Provide loading equipment that does not transmit vibrations or other
motions to the paver that adversely affect the finished pavement quality.
4) Equip the paver with an automatic, dual, longitudinal-grade control system
and an automatic, transverse-grade control system.
b. Tractor Unit.
1) Supply a tractor unit that can push or propel vehicles, dumping directly into
the finishing machine to obtain the desired lines and grades to eliminate any
hand finishing,
2) Equip the unit with a hitch suffcient 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 suppo��ts.
2) Ensure that the longitudinal controls can operate 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.
34 9. Remixing Equipment.
35 a. When required, provide equipment that includes a pug mill, variable pitch
36 augers, or variable diameter augers operating under a storage unit with a
37 minimum capacity of 8 tons.
38 10. Motor Grader.
39 a. When allowed, provide a self-propelled grader with a blade length of at least 12
40 feet and a wheelbase of at least 16 feet.
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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 roiler to meet the production rates
and quality requirements of the Contract unless otherwise shown on the plans
or directed.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July I, 201 I 02353
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ASPHALT PAVING
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Design, produce, store, transport, place, and compact the specified paving mixture
in accordance with the requirements of this Section.
28 2. Unless otherwise shown on the plans, provide the mix design.
29 3. The City will perform quality assurance (QA) testing.
30 4. Provide quality control (QC) testing as needed to meet the requirements of this
31 Section.
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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 production rate
and quality requirements of the Contract are not met.
Straightedges and Templates. Furnish 10 foot straightedges and other templates as
required or approved.
Distributor vehicles.
a. Furnish vehicle that can achieve a uniform tack coat placement.
b. The nozzle patterns, spray bar height and distribution pressure must work
together to produce uniform application.
c. The vehicle should be set to provide a"double lap" or "triple lap" coverage.
d. Nozzle spray patterns should be identical to one another along the distributor
spray bar.
e. Spray bar height should remain constant.
f. Pressure within the distributor must be capable of forcing the tack coat material
out of spray nozzles at a constant rate.
Coring Equipment.
a. When coring is required, provide equipment suitable to obtain a pavement
specimen meeting the dimensions for testing.
B. Construction.
C. Production Operations.
1, General.
a. The City may suspend production for noncompliance with this Section.
b. Talce corrective action and obtain approval to proceed after any production
suspension for noncompliance.
2. Operational Tolerances.
a. Stop production if testing indicates tolerances are exceeded on:
1) 3 consecutive tests on any individual sieve,
2) 4 consecutive tests on any of the sieves, or
3) 2 consecutive tests on asphalt content.
b. Begin production only when test results or other information indicate, to the
satisfaction of the City, that the next mixture produced will be within Table 9
tolerances.
3. Storage and Heating of Materials.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July 1, 2011 02353
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ASPHALT PAVING
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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.
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 target.
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,
finished 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 longitudinal joints on the surface course coincide with lane lines,
or as directed. Ensure that all finished surfaces will drain properly.
4. When End Dump Trucks are used, ensure the bed does not contact the paver when
raised.
5, Placement can be performed by hand in situations where the paver cannot place it
adequately due to space restrictions.
6. Hand-placing should be minimized to prevent aggregate segregation and surface
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.
31 Table 9
32 Com acted Lift Thickness and Re aired Core Hei ht
Com acted Lift Thickness
Mixture Type Minimum Maximum
B 2.00 3.00
C 2.00 2.50
D 1.50 2.00
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9. Tack Coat.
a. Clean the surface before placing the 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.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
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1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
placement temperatures.
2. Windrow Operations. When hot mix is placed in windrows, operate windrow
pickup equipment so that substantially all the mixture deposited on the roadbed is
piciced up and loaded into the paver.
27 Table 10
28 Su ested Minimum Mixture Placement Tem erature
High-Temperature Minimum Placement
Binder Grade Temperature
Before Enterin Pavex
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or hi�her 290°F
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c. Apply a thin, uniform tack coat to all contact surfaces of curbs, sti•uctures, and
all joints.
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.
g. The City may suspend paving operations until there is adequate adhesion.
h. The tack coat should be placed with enough time to break or set before
applying hot mix asphalt layers.
i. Traffic should not be allowed on tack coats.
j. When a tacked road surface must be opened to traffc, they should be covered
with sand to provide friction and prevent pick-up.
k. A typical rate for applying a sand cover is 4 to 8 Ibs/square yard.
10. General placement requirements.
a, Material should be delivered to maintain a eelatively constant head of material
in front of the screed.
b. The hopper should never be allowed to empty during paving.
c. Dumping wings between trucics not allowed. Dispose of at end of day's
production.
E. Lay-Down Operations.
F. Compaction.
1. Use air void control unless ardinary compaction control is speci�ed on the plans.
Fa
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Avoid displacement of the mixture. If displacement occurs, correct to the
satisfaction of the City,
Ensu►•e pavement is fully compacted before allowing rollers to stand on the
pavement.
Unless otherwise directed, use only water or an approved release agent on rollers,
tamps, and other compaction equipment.
5. I{eep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 2011 02353
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ASPHALT PAVMG
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6. Unless otherwise directed, operate vibratory rollers in static mode when not
compacting, when changing directions, or when the plan depth of the pavement mat
is less than 1-1/2 inches.
7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
and similar structures and in ]ocations that will not allow thorough compaction with
the rollers.
8. The City may require rolling with a trench roller on widened areas, in trenches, and
in other limited areas.
9. Allow the compacted pavement to cool to 160 degrees F or lower bafore opening to
traffic unless otherwise directed.
10. When directed, sprinkle 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 the 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 determination.
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. Ordinary Compaction Control.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 l2 16 - 21
ASPHAI,T PAVTNG
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Tf the City determines that the irregularity will adversely affect pavement
performance, the City may require the CONTRACTOR to remove and replace (at
the CONTRACTOR'S expense) areas of the pavement that contain the
irregularities and areas where the mixture does not bond to the existing pavement.
If irregularities are detected, the City may require the CONTRACTOR to
immediately suspend operations or may allow the CONTRACTOR to continue
operations for no more than 1 day while the CONTRACTOR is taking appropriate
corrective action.
5. The City may suspend production or placement operations until the pi•oblem 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.
38 3.5 REPAIR
39 A. See Section 32 O1 17.
40 3.6 QUALITY CONTROL
41 A. Production Testing
42 1. Perform production tests to verify asphalt paving meets the performance standard
43 required in the plans and specifications.
44 2. City to measure density of asphalt paving with nuclear gauge.
a.
b.
c.
d.
e.
f.
g•
h.
i.
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).
Use the control strip method given in Tex-207-F, Part N, to establish rolling
patterns that achieve maximum compaction.
Follow the selected rolling pattern unless changes that affect compaction occui•
in the mixture or placement conditions.
When such changes occur, establish a new rolling pattern.
Compact the pavement to meet the requirements of the plans and specifications.
When rolling with the 3-wheel, tandem or vibratory rollers, start by first roiling
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 directed.
Make alternate trips of the 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 irregularities including but not limited to segregation, rutting,
raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller
marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggi•egate
particles.
2. The City may also identify irregularities, and in such cases, the City shall promptly
notify the CONTRACTOR.
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CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS CONTRACT I
Revised July I, 2011 02353
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ASPHALT PAVING
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City to core asphalt paving from the normal thickness of section once acceptable
density achieved. City identifes location of cores.
a. Minimum core diameter: 4 inches
b. Minimum spacing: 200 feet
c. Minimum of one core every block
d. Alternate lanes between core
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.
B. Density Test
1. The average measured density of asphalt 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 rernoval 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-nercent
75-percent
remove and replace at the entire cost and expense of CONTRACTOR
as directed bv OWNER.
3. The amount of penalty shall be deducted from 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 specified in the special provisions or on the plans.
3. In the event a deficiency in the thickness 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 specifed in Table 12.
Table 12
Thickness Deficienc Penalties
Deficiency in Thickness Proportional Part
Determined bv Cores Of Contract Price
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 12 16-23
ASPHALT PAVING
Page 23 of 23
Greater Than 0 percent - Not More than 10 percent 90 percent
Greater Than 10 percent - Not More than 15 percent 80 percent
remove and replace at
the entire cost and
Greater Than 15 percent expense of
CONTRACTOR as
directed b OWNER.
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6. If, in the judgment of the City, the area of such deficiency warrants removal, the
area shall be removed and replaced, at the CONTRACTOR' S entire expense, with
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 thickness 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 USED]
3.11 CLOSEOUT ACTIVITI�S [NOT U5ED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
314 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
17
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 2011 02353
321313-1
CONCRETE PAVING
Page I of 21
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3 PART1- GENERAL
SECTION 32 13 13
CONCRETE PAVING
4 1.1 SUMMARY
5 A. Section includes:
6 1. Finished pavement constructed of portland cement concrete including
7 monolithically poured curb on the prepared subgrade or other base course.
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
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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 O1 29 - Concrete Paving Repair
4. Section 32 13 73 - Concrete Paving Joint Sealants
PRICE AND PAYMENT PROCEDURES
A. Measurement
1. Measurement
a. Measurement for this Item shall be by the square yard of completed and
accepted Concrete Pavement in its final position as measured from back of curb
for various;
1) Classes
2) Thicknesses
2. Payment
a. The work performed and materials furnished in accordance with this Item will
be paid for at the unit price bid per square yard of Concrete Pavement.
3. The price bid shall include:
a. Shaping and fine grading the placement area
b. Furnishing and applying all water required
c. Furnishing, loading and unloading, storing, hauling and handling all concrete
ingredients including all freight and royalty involved
d. Mixing, placing, �nishing and curing all concrete
e. Furnishing and installing all reinforcing steel
f. Furnishing all materials and placing longitudinal, warping, expansion, and
contraction joints, including all steel dowels, dowel caps and load transmission
units required, wire and devices for placing, holding and supporting the steel
bar, load transmission units, and joint filler material in the proper position; for
coating steel bars where required by the Drawings
g. Sealing joints
h. Monolithically poured curb
i. Cleanup
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCT[ON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32 13 13 - 2
CONCRETE PAViNG
Page 2 of 21
1.3 REFERENCES
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A. Reference Standards
2.
3
Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
ASTM International (ASTM):
a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement
b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the
Field
c. C33, Concrete Aggregates
d, C39, Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens
e, C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
Beams of Concrete
£ C94/C94M, Standard Specifications for Ready-Mixed Concrete
g. C150, Portland Cement
h. C156, Water Retention by Concrete Curing Materials
i. C172, Standard Practice for Sampling Freshly Mixed Concrete
j. C260, Air Entraining Admixtures for Concrete
k. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2
1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G"
m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Miner�al
Admixture in Concrete
n, C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for
Concrete
o. C 1064, Standard Test Method for• Temperature of Freshly Mixed Hydraulic-
Cement Concrete
p. C1602, Standard Specification for Mixing Water Used in the Production of
Hydraulic Cement Concrete.
q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort
(12,400 ft-Ibf/ft3)
American Concrete Institute (ACI):
a. ACI 305.1-06 Specification for Hot Weather Concreting
b. ACI 306.1-90, Standard Specification for Cold Weather Conci•eting
c. ACI 318
37 1.4 ADMINISTRATIVE R�QUIR�M�NTS [NOT USED]
38 1.5 SUBMITTALS [NOT USED]
39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
40 A. Mix Design: submit for approval. See Item 2.4.A,
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321313-3
CONCRETE PAV(NG
Page 3 of 21
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1.7 CLOS�OUT SUBMITTALS [NOT US�D)
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
3 1.9 QUALITY ASSIJI2ANCE [NOT USED]
4 L10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
5 1.11 FIELD CONDITIONS
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A. Weather Conditions
1. Place concrete when concrete temperature is between 40 and 100 degrees when
measured in accordance with ASTM C1064 at point of placement.
2. Hot Weather Concreting
a. Take immediate corrective action or cease paving when the ambient
temperature exceeds 95 degrees.
b. Concrete paving operations shall be approved by the CiTy when the concrete
temperature exceeds 100 degrees. See Standard Specification for Hot Weather
Concreting (ACI 305.1-06).
3. Cold Weather Concreting
a. Do not place when ambient temp in shade is below 40 degrees and falling.
Concrete may be placed when ambient temp is above 35 degrees and rising or
above 40 degrees.
b. Concrete paving operations shall be approved by the City when ambient
temperature is below 40 degrees. See Standard Specification for Cold Weather
Concreting (ACI 306.1-90).
B. Time: Place concrete after sunrise and no later than shall permit the fnishing of the
pavement in natural light, or as directed by the City.
1.12 WARR.ANTY [NOT USED]
25 PART 2 - PRODUCTS
26 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
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A. Cementitious Material: ASTM C150.
B. Aggregates: ASTM C33.
C. Water: ASTM C1602.
D. Admixtures: When admixtures are used, conform to the appropriate specification:
1. Air-Entraining Admixtures for Concrete: ASTM C260,
2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G."
3. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM
C618.
E. Steel Reinforcement: ASTM A615.
F. Steel Wire Reinforcement: Not used for concrete pavement.
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G. Dowels and Tie Bars
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1. Dowel and tie bars: ASTM A615.
2. Dowel Caps
a. Provide dowel caps with enough range of movement to allow complete closure
of the expansion joint.
b. Caps for dowel bars shall be of the length shown on the Drawings and shall
have an internal diameter sufficient to permit the cap to freely slip over the bar.
c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch,
and one end of the cap shall be rightly closed.
3. Epoxy for powel and Tie Bars: ASTM C881,
a. See following table for approved producers of epoxies and adhesives
Pre-Qualified Producers of Epoxies and Adhesives
Product Name Producer
Concresive 1420 BASF
HTE-50 Hilti
T 308 + Powers Fasteners
P E 1000+ Powers Fasteners
C-6 Ramset-Redhead
Epcon G-5 Ramset-Redhead
Pro-Poxy-300 Fast Tube Unitex
Shep-Poxy TxIII CMC Construction Services
Ultrabond 1300 Tubes Adhesives Technology
Ultrabone 2300 N.S. A-22-2300 Adhesives Technology
Slow Set
Dynapoxy EP-430 Pecora Corp.
EDOT Simpson Strong Tie
ET22 Simpson Strong Tie
SET 22 Simpson Strong Tie
SpecPoxy3000FS SpecChem
13
14
15
16
17
18
19
20
21
22
23
24
25
b. Epoxy Use, Storage and Handling
1) Package components in airtight containers and protect from light and
moisture,
2) Include detailed instructions for the application of the material and all
safety information and warnings regarding contact with the components.
3) Epoxy label requirements
a) Resin or hardener components
b) Brand name
c) Name of manufacturer
d) Lot or batch number
e) Temperature range for storage
� Date of manufacture
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTiON-CONTRACT I
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g) Expiration date
h) Quantity contained
4) Store epoxy and adhesive components at temperatures recommended by the
rnanufacturer.
5) Do not use damaged or previously opened containers and any material that
shows evidence of crystallization, lumps skinning, extreme thickening, or
settling of pigments that cannot be readily dispersed with normal agitation.
6) Follow sound environmental practices when disposing of epoxy and
adhesive wastes.
7) Dispose of all empty containers separately.
8) Dispose of epoxy by completely emptying and mixing the epoxy before
disposal
H. Reinforcement Bar Chairs
1. Reinforcement bar chairs or supports shall be of adequate strength to support the
reinforcement bars and shall not bend or break under the weight of the
reinforcement bars or Contractor's personnel walking on the reinforcing bars.
2. Bar chairs may be made of inetal (free of rust), precast mortar or concrete blocks or
plastic,
3. For approval of plastic chairs, representative samples of the plastic shall show no
visible indications of deterioration after immersion in a 5-percent solution of
sodium hydroxide for 120-hours.
4. Bar chairs may be rejected for failure to meet any of the requirements of this
specification.
I. Joint Filler
1. Joint filler is the material placed in concrete pavement and concrete structures to
allow for the expansion and contraction of the concrete.
2. Wood Boards: Used as joint filler for concrete paving.
a. Boards for expansion joint filler shall be of the required size, shape and type
indicated on the Drawings or required in the specifcations.
1) Boards shall be of selected stock of redwood or cypress. The boards shall
be sound heartwood and shall be free from sapwood, knots, clustered
birdseyes, checks and splits.
2) Joint f ller, boards, shall be smooth, flat and straight throughout, and shall
be sufficiently rigid to permit ease of installation.
3) Boards shall be furnished in lengths equal to the width between
longitudinal joints, and may be furnished in strips or scored sheet of the
required shape.
3. Dimensions. The thickness of the expansion joint filler shall be shown on the
Drawings; the width shall be not less than that shown on the Drawings, providing
for the top seal space.
4. Rejection. Expansion joint filler may be rejected for failure to meet any of the
requirements of this specifcation.
J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73.
K. Curing Materials
1. Membrane-Forming Compounds.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
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1 a. Conform to the requirements of ASTM C309, Type 2, white pigmented
2 compound and be of such nature that it shall not produce permanent
3 discoloration of concrete surfaces nor react deleteriously with the concrete,
4 b. The compound shall produce a firm, continuous uniform moisture-impermeable
5 film free from pinholes and shall adhere satisfactorily to the surfaces of damp
6
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I 1 e.
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concrete.
It shall, when applied to the damp concrete surface at the specified rate of
coverage, dry to touch in 1 hour and dry through in not more than 4 hours under
normal conditions suitable for concrete operations.
It shall adhere in a tenacious film without running off or appreciably sagging.
Tt shall not disintegrate, check, peel or crack during the required curing period.
The compound shall not peel or pick up under traffic and shall disappear from
the surface of the concrete by gradual disintegration.
The compound shall be delivered to the job site in the manufacturer's original
containers only, which shall be clearly labeled with the manufacturer's name,
the trade name of the material and a batch number or symbol with which test
samples may be cor�•elated.
When tested in accordance with ASTM C156 Water Retention by Concrete
Curing Materials, the liquid inembrane-forming compound shall restrict the loss
of water present in the test specimen at the time of application of the curing
compound to not more than 0.01-oz.-per-2 inches of surface.
ACCESSORIES [NOT USED]
SOURCE QUALITY CONTROL
24 A. Mix Design
25 1. Concrete Mix Design and Control
26 a. At least 10 calendar days prior to the start of concrete paving operations, the
27 Contractor shall submit a design of the concrete mix it proposes to use and a
28 full description of the source of supply of each material component.
29 b. The design of the concrete mix shall produce a quality concrete complying with
30 these specifications and shall include the following information:
31 1) Design Requirements and Design Summary
32 2) Material source
33 3) Dry weight of cement/cubic yard and type
34 4) Dry weight of fly ash/cubic yard and type, if used
35 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard
36 6) Design water/cubic yard
37 7) Quantities, type, and name of admixtures with manufacturer's data sheets
38 8) Current strength tests or strength tests in accordance with ACI 318
39 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates
40 and date of tests
41 10) Fineness modulus of fine aggregate
42 11) Specific Gravity and Absorption Values of fine and coarse aggregates
43 12) L.A. Abrasion of coarse aggregates
44 c. Once mix design approved by City, maintain intent of mix design and
45 maximum water to cement ratio.
46 d, No concrete may be placed on the job site until the mix design has been
47 approved by the City.
48 2. Quality of Concrete
CITY OT' PORT WORTH 2O14 CIP STREET RECONSTRUCTiON-CONTRACT 1
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a
Q
Consistency
1) In general, the consistency of concrete mixtures shall be such that:
a) Mortar shall cling to the coarse aggregate
b) Aggregate shall not segregate in concrete when it is transported to the
place of deposit
c) Concrete, when dropped directly from the discharge chute of the mixer,
shall flatten out at the center of the pile, but the edges of the pile shall
stand and not flow
d) Concrete and mortar shall show no free water when removed from the
mixer
e) Concrete shall slide and not flow into place when transported in metal
chutes at an angle of 30 degrees with the horizontal
� Surface of the finished concrete shall be free from a surface film or
laitance
2) When field conditions are such that additional moisture is needed for the
final concrete surface finishing operation, the required water shall be
applied to the surface by hand sprayer only and be held to a minimum
amount.
3) The concrete shall be workable, cohesive, possess satisfactory finishing
qualities and be of the stiffest consistency that can be placed and vibrated
into a homogeneous mass.
4) Excessive bleeding shall be avoided.
5) If the strength or consistency required for the class of concrete being
produced is not secured with the minimum cement specified or without
exceeding the maximum water/cement ratio, the Contractor may use, or the
City may require, an approved cement dispersing agent (water reducer); or
the Contractor shall furnish additional aggregates, or aggregates with
different characteristics, or the Contractor may use additional cement in
order to produce the required results.
6) The additional cement may be permitted as a temporary measure, until
aggregates are changed and designs checked with the different aggregates
or cement dispersing agent.
7) The Contractor is solely responsible for the quality of the concrete
produced.
8) The City reserves the right to independently verify the quality of the
concrete through inspection of the batch plant, testing of the various
materials used in the concrete and by casting and testing concrete cylinders
or beams on the concrete actually incorporated in the pavement.
Standard Class
1) Unless otherwise shown on the Drawings or detailed specifications, the
standard class for concrete paving for streets and alleys is shown in the
following table:
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Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum
Concrete� Cementitious, Compressive, Water/
Lb./CY Strength2 Cementitious,
psi Ratio
P 517 3600 0.49
H 564 4500 0.45
1. All exposed horizontal concrete shall have entrained-air.
2. Minimum Compressive Strength Required.
2) Machine-Laid concrete: Class P
3) Hand-Laid concrete: Class H
c. High Early Strength Concrete (HES)
1) When shown on the Drawings or allowed, provide Class HES concrete for
very early opening of pavements area or leaveouts to traffic.
2) Design class HES to meet the requirements of class specified for concrete
pavement and a minimum compressive strength of 2,600 psi in 24 hours,
unless other early strength and time requirements are shown on the
Drawings allowed.
3) No strength overdesign is required.
Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete� Cementitious Compressive Water/ Aggregate
Lb./CY Strengthz Cementitious Maximum
psi Ratio Size,
inch
HES 564 4500 0.45 1-1/2
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Course
Aggregate
Maximum
Size
inch
1-1/2
1-1/2
d. Slump
1) Slump requirements for pavement and related concrete shall be as specified
in the following table:
Concrete Pavement
Concrete Use
Slip-Form/Form-Riding Paving
Hand Formed Paving
Sidewalk, Curb and Gutter, Concrete
Valley Gutter and Other Miscellaneous
Concrete
Recommended
Design
and Placement
Slump,
inch
1-1/2
4
4
Maximum
Acceptable
Placement
Slump,
inch
3
5
5
23
24 2) No concrete shall be permitted with slump in excess of the maximums
25 shown.
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3) Any concrete mix failing to meet the above consistency requirements,
although meeting the slump requirements, shall be considered
unsatisfactory, and the mix shall be changed to correct such unsatisfactory
conditions.
5 PART 3 - EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION [NOT USED]
8 3.3 PREPARATION [NOT USED]
9 3.4 INSTALLATION
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A. Equipment
1. All equipment necessary for the construction of this item shall be on the project.
2. The equipment shall include spreading devices (augers), internal vibration,
tamping, and surface floating necessary to finish the freshly placed concrete in such
a manner as to provide a dense and homogeneous pavement.
3. Machine-Laid Concrete Pavement
a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms
that are uniformly supported on a very firm subbase to prevent sagging under
the weight of machine.
b. Slip-Form Paver
1) Slip-form paving equipment shall be provided with traveling side forms of
sufficient dimensions, shape and strength so as to support the concrete
laterally for a sufficient length of time during placement.
2) City may reject use of Slip-Form Paver if paver requires over-digging and
impacts trees, mailboxes or other improvements.
4. Hand-Laid Concrete Pavement
a. Machines that do not incorporate these features, such as roller screeds or
vibrating screeds, shall be considered tools to be used in hand-laid concrete
construction, as slumps, spreading methods, vibration, and other procedures are
more common to hand methods than to machine methods.
5, City may reject equipment and stop operation if equipment does not meet
requirements.
B. Concrete Mixing and Delivery
1. Transit Batching: shall not be used — onsite mixing not permitted
2. Ready Mixed Concrete
a. The concrete shall be produced in an approved method conforming to the
requirements of this specification and ASTM C94/C94M. City shall have access
ready mix to get samples of materials.
b. City shall have access to ready mix plant to obtain material samples.
c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate
Procedure 2:
1) As the mixer is being emptied, individual samples shall be taken after the
discharge of approximately 15 percent and 85 percent of the load.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
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1 d. Clean joint face and repair honeycombed or damaged areas within 24 hours
2 after a bulkhead for a transverse construction joint has been removed unless
3 otherwise approved.
4 e. When for�ns are removed before 72 hours after concrete placement, promptly
5 apply membrane curing compound to the edge of the concrete pavement.
6 E, Placing Reinforcing Steel, Tie, and Dowel Bars
7 1. General
8 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed
9 as shown on the Drawings.
10 b. All reinforcing steel shall be clean, free from rust in the form of loose or
11 objectionable scale, and of the type, size and dimensions shown on the
12 Drawings.
13 c. Reinforcing bars shall be securely wired together at the alternate intersections
14 and all splices and shall be securely wired at each intersection dowel and load-
15 transmission unit intersected.
16 d. All bars shall be installed in their required position as shown on the Drawings.
17 e. The storing of reinforcing or structural steel on completed roadway slabs
18 generally shall be avoided and, where permitted, such storage shall be limited
19 to quantities and distribution that shall not induce excessive stresses.
20 2. Splices
21 a. Provide standard reinforcement splices by lapping and tying ends.
22 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on
23 the Drawings.
24 3. Installation of Reinforcing Steel
25 a. All reinforcing bars and bar mats shall be installed in the slab at the required
26 depth below the finished surface and supported by and securely attached to bar
27 chairs installed on prescribed longitudinal and transverse centers as shown by
28 sectional and detailed drawings on the Drawings.
29 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown
30 on the Drawings and shall be approved by the City prior to extensive
31 fabrication.
32 c. After the reinforcing steel is securely installed above the subgrade as specified
33 in Drawings and as herein prescribed, no loading shall be imposed upon the
34 bar mats or individual bars before or during the placing or finishing of the
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concrete.
4. Installation of Dowel Bars
a. Install through the predrilled joint filler and rigidly support in true horizontal
and vertical positions by an assembly of bar chairs and dowel baskets.
b. Dowel Baskets
1) The dowels shall be held in position exactly parallel to surface and
centerline of the slab, by a dowel basl<et that is left in the pavement.
2) The dowel basket shall hold each dowel in exactly the correct position so
frmly that the dowel's position cannot be altered by concreting operations,
c. Dowel Caps
1) Install cap to allow the bar to move not less than 1-1/4 inch in either
direction,
5. Tie Bar and Dowel Placement
a. Place at mid-depth of the pavement slab, parallel to the surface.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
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b. Place as shown on the Drawings.
6. Epoxy for Tie and Dowel Bar Installation
1) Epoxy bars as shown on the Drawings.
2) Use only drilling operations that do not damage the surrounding operations.
3) Blow out drilled holes with compressed air.
4) Completely fill the drilled hole with approved epoxy before inserting the tie
bar into the hole.
5) Instal] epoxy grout and bar at least 6 inches embedded into concrete.
F. Joints
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1. Joints shall be placed where shown on the Drawings or wi�ere directed by the City.
2. The plane of all joints shall make a right angle with the surface of the pavement,
3. No joints shall have an error in alignment of more than 1/2 inch at any point.
4. Joint Dimensions
a. The width of the joint shall be shown on the Drawings, creating the joint
sealant reservoir.
b. The depth of the joint shall be shown on the Drawings.
c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's
recommendations.
d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement
surface at the center of the joint.
5. Transverse Expansion Joints
a. Expansion joints shall be installed perpendicularly to the surface and to the
centerline of the pavement at the locations shown on the Drawings, or as
approved by the City.
b. Joints shall be of the design width, and spacing shown on the Drawings, or as
approved by the City.
c. Dowel bars, shall be of the size and type shown on the Drawings, or as
approved by the City, and shall be installed at the specified spacing.
d. Support dowel bars with dowel baskets.
e. Dowels shall restrict the free opening and closing of the expansion join and
shall not make planes of weaknesses in the pavement.
f. Greased Dowels for Expansion Joints.
1) Coat dowels with a thin film of grease or other approved de-bonding
material.
2) Provide dowel caps on the lubricated end of each dowel bar.
g. Proximity to Existing Structures. When the pavement is adjacent to or around
existing structures, expansions joints shall be constructed in accordance with
the details shown on the Drawings.
6. Transverse Contraction Joints
a. Contraction or dummy joints shall be installed at the locations and at the
intervals shown on the Drawings.
b. Joints shall be of the design width, and spacing shown on the Drawings, or as
approved by the City.
c. Dowel bars, shall be of the size and type shown on the Drawings, or as
approved by the City, and shall be installed at the specified spacing.
d. Joints shall be sawed into the completed pavement surface as soon after initial
concrete set as possible so that some raveling of the concrete is observed in
order for the sawing process to prevent uncontrolled shrinkage cracking.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
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4) Any surface not within the tolerance limits shall be reworked and
refinished.
b. Edging
1) The edges of slabs and all joints requiring edging shall be carefully tooled
with an edger of the radius required by the Drawings at the time the
concrete begins to take its "set" and becomes non-workable.
2) All such work shall be left smooth and true to lines.
2. Hand
a. Hand finishing permitted only in intersections and areas inaccessible to a
finishing machine.
b. When the hand method of striking off and consolidating is permitted, the
concrete, as soon as placed, shall be approximately leveled and then struck off
with screed bar to such elevation above grade that, when consolidated and
finished, the surface of the pavement shall be at the grade elevation shown on
the Drawings.
c. A slight excess of material shall be lcept in front of the cutting edge at all times,
d. The straightedge and joint finishing shall be as prescribed herein.
18 I. Curing
19 1, The curing of concrete pavement shall be thorough and continuous throughout the
20 entire curing period.
2l 2.
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II
8
Failure to provide proper curing as herein prescribed shall be considered as
sufficient cause for immediate suspension of the paving operations.
The curing method as herein specified does not preclude the use of any of the other
commonly used methods of curing, and the City may approve another method of
curing if so requested by the Contractor.
If any selected method of curing does not afford the desired results, the City shall
have the right to order that another method of curing be instituted.
After removal of the side forms, the sides of the slab shall receive a like coating
before earth is banked against them.
The solution shall be applied, under pressure with a spray nozzle, in such a manner
as to cover the entire surfaces thoroughly and completely with a uniform film.
The rate of application shall be such as to ensure complete coverage and shall not
exceed 20-square-yards-per-gallon of curing compound.
When thoroughly dry, it shall provide a continuous and flexible membrane, free
from cracks or pinholes, and shall not disintegrate, checic, peel or cracic during the
curing period.
9. If for any reason the seal is broken during the curing period, it shall be immediately
repaired with additional sealing solution.
10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing
Materials, the curing compound shall provide a flm which shall have retained
within the test specimen a percentage of the moisture present in the specimen when
the curing compound was applied according to the following.
11. Contractor shall maintain and properly repair damage to curing materials on
exposed surfaces of concrete pavement continuously for a least 72 hours.
45 J. Monolithic Curbs
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1. Concrete for monolithic curb shall be the same as for the pavement and, if carried
back from the paving mixer, shall be placed within 20-minutes after being mixed.
2. After the concrete has been struck off and sufficiently set, the exposed surfaces
shall be thoroughly worked with a wooden flat.
3. The exposed edges shall be rounded by the use of an edging tool to the radius
indicated on the Drawings.
4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface,
K. Alley Paving
1. Alley paving shall be constructed in accordance with the specifications for concrete
paving hereinbefore described, in accot•dance with the details shown on the
Drawings, and with the following additional provisions:
a. Alley paving shall be constructed to the typical cross sections shown on the
Drawings,
b. Transverse expansion joints of the type shown on the Drawings shall be
constructed at the property line on each end of the alley with a maximum
spacing of 600 feet.
c. Transverse contraction and dummy joints shall be placed at the spacing shown
on the Drawings.
d. Contraction and dummy joints shall be formed in such a manner that the
required joints shall be produced to the satisfaction of the City.
e. All joints shall be constructed in accordance with this specification and filled
in accordance with the requirement of Section 32 13 73.
L. Pavement Leaveouts
l. Pavement leaveouts as necessary to maintain and provide for local traffc shall be
provided at location indicated on the Drawings or as directed by the City.
2. The extent and location of each leaveout required and a suitable crossover
connection to provide for traffic movements shall be determined in the field by the
City.
29 3.5 REPAIR
30 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as
31 specified in Section 32 O1 29,
32 3.6 RE-INSTALLATION [NOT USED]
33 3.7 SITE QUALITY CONTROL
34 A. Concrete Placement
35 1. Place concrete using a fully automated paving machine. Hand paving only
36 permitted in areas such as intersections where use of paving machine is not
37 practical
38 a. All concrete pavement not placed by hand shall be placed using a fully
39 automated paving machine as approved by the City.
40 b. Screeds will not be allowed except if approved by the City.
41 B. Testing of Materials
42 1. Samples of all materials for test shall be made at the expense of the City, unless
43 otherwise specified in the special provisions or in the Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS
Revised December 20, 2012
2014 CIP STREET RECONSTRUCTION-CONTRACT 1
02353
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Page 18 of 21
1 2. In the event the initial sampling and testing does not comply with the specifications,
2 all subsequent testing of the material in order to determine if the material is
3 acceptable shall be at the Contractor's expense at the same rate charged by the
4 commercial laboratories,
5 3. All testing shall be in accordance with applicable ASTM Standards and concrete
6 testing technician must be ACI certified or equivalent.
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C. Pavement Thicicness Test
1. Upon completion of the work and before final acceptance and final payment shall
be made, pavement thickness test shall be made by the City.
2. The number of tests and location shall be at the discretion of the City, unless
otherwise specified in the special provisions or on the Drawings.
3. The cost for the initial pavement thickness test shall be the expense of the City.
4. In the event a deficiency in the thickness of pavement is revealed during normal
testing operations, subsequent tests necessary to isolate the deficiency shall be at
the Contractor's expense.
5. The cost for additional coring test shall be at the same rate charged by commercial
laboratories.
6. Where the average thickness of pavement in the area found to be deficient in
thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be
made at an adjusted price as speci�ed in the following table,
Deficiency in Thickness Proportional Part
Determined b Cares Of Contract Price
Inches Allowed
0.00 — 0.20 100 percent
0.21 — 0.30 80 percent
0.31 — 0.40 70 percent
0.41 — 0.50 60 percent
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7. Any area of pavement found deficient in thickness by more than 0.50 inch but not
more than 0.75 inch or 1/10 of the thicicness specified on the Drawings, whichever
is greater, shall be evaluated by the City.
8. Tf, in the judgment of the City the area of such deficiency should not be removed
and replaced, there shall be no payment for the area retained.
9, If, in the judgment of the City, the area of such deficiency warrants removal, the
area shall be removed and replaced, at the Contractor's entire expense, with
concrete of the thickness shown on the Drawings.
10. Any area of pavement found deficient in thicicness by more than 0.75 inch or more
than 1/10 of the plan thickness, whichever is greater, shall be removed and
replaced, at the Contractor's entire expense, with concrete of the thickness shown
on tl�e Drawings.
11, No additional payment over the contract unit price shall be made for any pavement
of a thickness exceeding that required by the Drawings,
3'7 D. Pavement Strength Test
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTtON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32 13 13 - 19
CONCRETE PAVING
Page 19 of 21
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1. During the progress of the work the City shall provide trained technicians to cast
test cylinders for conforming to ASTM C31, to maintain a check on the
compressive strengths of the concrete being placed.
2. After the cylinders have been cast, they shall remain on the job site and then
transported, moist cured, and tested by the City in accordance with ASTM C31 and
ASTM C39.
3. In each set, 1 of the cylinders shall be tested at 7 days, 2 cylinders shall be tested at
28 days, and 1 cylinder shall be held or tested at 56 days, if necessary.
4. If the 28 day test results indicate deficient strength, the Contractor may, at its option
and expense, core the pavement in question and have the cores tested by an
approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except
the average of all cores must meet 100 percent of the minimum specified strength,
with no individual core resulting in less than 90 percent of design strength, to
override the results of the cylinder tests.
5. Cylinders and/or cores must meet minimum specified strength. If cylinders do not
meet minimum specified strength, additional cores shall be taken to identify the
limits of deficient concrete pavement at the expense of the Contractor.
6. Cylinders and/or cores must meet minimum specified strength. Pavement not
meeting the minimum specifed strength shall be subject to the money penalties or
removal and placement at the Contractor's expense as show in the following table.
Percent Deficient Percent of Contract Price Allowed
Greater Than 0 ercent - Not More Than 10 ercent 90- ercent
Greater Than 10 ercent - Not More Than I S ercent 80- ercent
Greater Than 15 percent 0-percent or removed and replaced at the entire cost
and ex ense of Contractor as directed b Cit
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7. The amount of penalty shall be deducted from payment due to Contractor; such as
penalty deducted is to defray the cost of extra maintenance.
8. The strength requirements for structures and other concrete work are not altered by
the special provision.
9. No additional payment over the contract unit price shall be made for any pavement
of strength exceeding that required by the Drawings and/or specifications.
E. Cracked Concrete Acceptance Policy
30 1. If cracks exist in concrete pavement upon completion of the project, the Project
31 Inspector shall make a deiermination as to the need for action to address the
32 cracking as to its cause and recommended remedial work.
33 2. If the recommended remedial work is routing and sealing of the cracks to protect
34 the subgrade, the Inspector shall make the determination as to whether to rout and
35 seal the cracks at the time of final inspection and acceptance or at any time prior to
36 the end of the project maintenance period. The Contractor shall perform the routing
37 and sealing work as directed by the Project Inspector, at no cost to the City,
38 regardless of the cause of the cracking.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32 13 13 - 20
CONCFtETE PAVING
Page 20 of 21
1 3. If remedial work beyond routing and sea(ing is determined to be necessary, the
2 Inspector and the Contractor will attempt to agree on the cause of the cracking. If
3 agreement is reached that the cracicing is due to deficient materials or workmanship,
4 the Contractor shall perform the remedial work at no cost to the City. Remedial
5 work in this case shall be limited to removing and replacing the deficient work with
6 new material and workmanship that meets the requirements of the conti•act.
7 4. If remedial work beyond routing and sealing is determined to be necessary, and the
8 Inspector and the Contractor agree that the cause of the cracking is not deficient
9 materials or workmanship, the City may request the Contractor to provide an
10 estimate of the cost of the necessary remedial worlc and/or additional work to
11 address the cause of the cracking, and the Contractor will perform that work at the
12 agreed-upon price if the City elects to do so.
13 5. If remedial work is necessary, and the Inspector and the Contractor cannot agree on
14 the cause of the cracking, the City may hire an independent geotechnical engineer
15 to perform testing and analysis to determine the cause of the cracking. The
16 contractor will escrow 50 percent of the proposed costs of the geotechnical contract
17 with the City, The Contractor and the City shall use the services of a geotechnical
18 firm acceptable to both parties.
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6. If the geotechnical engineer determines that the pt•imary cause of the cracking is the
Contractor's deficient material or workmanship, the remedial worl< will be
performed at the Contractor's entire expense and the Contractor will also reimburse
the City for the balance of the cost of the geotechnical investigation over and above
the amount that has previously been escrowed. Remedial work in this case shall be
limited to removing and replacing the deficient work with new material and
workmanship that meets the requirements of the contract.
7. If the geotechnical engineer determines that the pt•imaiy cause of the cracking is not
the Contractor's deficient material or worlcmanship, the City will return the
escrowed funds to the Contractor, The Contractor, on request, will provide the City
an estimate of the costs of the necessaty remedial work and/or additional work and
will perform the work at the agreed-upon price as directed by the City.
31 3.8 SYSTEM STARTUP [NOT USED]
32 3.9 ADJUSTING [NOT USED]
33 3.10 CLEANING [NOT USED]
34 3.11 CLOSEOUT ACTIVITI�S [NOT US�D]
35 3.12 PROTECTION [NOT US�D]
36 3.13 MAINTENANCE [NOT USED]
37 3.14 ATTACHM�NTS [NOT US�D]
38
CITY OF FORT WORTH 2O14 CiP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32 13 l3 - 21
CONCRETE PAVING
Page 21 of 21
END OF SECTION
�
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 1.2,A — Modified items to be included in price bid
3
CITY OF PORT WORTH 2O14 CIP STREET RECONSTRUCTiON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 02353
Revised December 20, 2012
321320-1
CONCRETE S(DEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 1 of S
1
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SECTION 32 13 20
CONCRETE SIDEWALKS, DRNEWAYS AND BARRIER FREE RAMPS
3 PART1- GENERAL
4 1.1 SUMMARY
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A. Section Includes:
1. Concrete sidewalks
2. Driveways
3, Barrier free ramps
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
3. Section 02 41 13 - Selective Site Demolition
4. Section 32 13 13 - Concrete Paving
5. Section 32 13 73 - Concrete Paving Joint Sealants
17 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Concrete Sidewalk
a. Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Sidewallc in its final position for various:
a) Thicknesses
b) Types
b. Payment
1) The worlc 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 square foot of Concrete Sidewalk.
c. The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
2, Concrete Driveway
a, Measurement
1) Measurement for this Item shall be by the square foot of completed and
accepted Concrete Driveway in its final position for various:
a) Thicicnesses
b) Types
2) Dimensions will be taken from the back of the projected curb, including the
area of the curb radii and will extend to the limits specified in the
Drawings.
3) Sidewallc portion of drive will be included in driveway measurement.
4) Curb on drive will be included in the driveway measurement.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised April 30, 2013
321320-2
CONCRETE SIDEWALKS, DRIVEWAYS AND BARR[ER FREE RAMPS
Page 2 of 5
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b. Payment
1) 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 square foot of Concrete Driveway.
c. The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing al] materials
Barrier Free Ramps
a. Measurement
1) Measurement for this Item shall be per each Barrier Free Ramp completed
and accepted for various:
a) Types
b. Payment
1) 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 each "Barrier Free Ramp" installed.
c. The price bid shall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all materials
3) Curb Ramp
4) Landing and detectable warning surface as shown on the Drawings
5) Adjacent flares or side curb
23 1.3 REFERENCES
24 A. Abbreviations and Acronyms
25 1. TAS — Texas Accessibility Standards
26 2. TDLR — Texas Department of Licensing and Regulation
27 B. Reference Standards
28 1. Reference standards cited in this Specifcation refer to the cunent reference
29 standard published at the time of the latest revision date logged at the end of this
30 Specification, unless a date is specifically cited.
31 2, American Socieiy for Testing and Materials (ASTM)
32 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
33 Construction (Non-extruding and Resilient Types)
34 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
35 Standard Effort (12,400 ft-lbf/ft3)
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
39 A. Mix Design: submit for approval. Section 32 13 13.
40 B. Product Data: submit product data and sample for pre-cast detectable warning for
41 barrier free ramp.
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised April 30, 2013
32 13 20 - 3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRiER FREE RAMPS
Page 3 of 5
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
3 1.11 FIELD CONDITIONS
4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
5 1.12 WARRANTY [NOT USED]
6 PART 2 - PRODUCTS
7 2.1 OWNER-FURNISH�D PRODUCTS [NOT USED]
8 2.2 EQUIPMENT AND MATERIALS
9 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
10 the finished work.
11 B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications, the standard
13 class for concrete sidewallcs, driveways and barrier free ramps is shown in the
14 following table:
15 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete� Cementitious, Compressive Water/ Aggregate
Lb./CY Strength2 Cementitious Maximum
psi Ratio Size,
inch
A 470 3000 0.58 1-1/2
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C. Reinforcement: see Section 32 13 13.
1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
bars at 18 inches on-center-both-ways at the center plane of all slabs, unless
otherwise shown on the Drawings or detailed specifications.
D. Joint Filler
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler
a. Use only in areas where not practical for wood boards.
b. Pre-molded asphalt board filler: ASTM D545.
a Install the required size and uniform thickness and as specified in Drawings.
d. Include 2 linei•s of 0.016 asphalt impregnated lcraft paper flled with a mastic
mixture of asphalt and vegetable iiber and/or mineral fller,
E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
31 PART 3 - EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXAMINATION [NOT USED]
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised Aprii 30, 20I3
321320-4
CONCRETE SiDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1 3.3 PREPARATION
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A. Surface Preparation
1. Excavation: Excavation required for the construction of sidewalks, driveways and
barrier free ramps shall be to the lines and grades as shown on the Drawings or as
established by the City.
2. Fine Grading
a. The Contractor shall do all necessary filling, leveling and �ne grading required
to bring the subgrade to the exact grades specified and compacted to at least 90
percent of maximum density as determined by ASTM D698.
b. Moisture content shall be within minus 2 to plus 4 of optimum.
c. Any over-excavation shall be repaired to the satisfaction of the City.
B. Demolition / Removal
1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
14 3.4 INSTALLATION
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A. General
1. Concrete sidewalks shall have a minimum thickness of 4 inches.
2. Sidewalks constructed in driveway approach sections shall have a minimum
thickness equal to that of driveway approach or as called for by Drawings and
specifications within the limits of the driveway approach.
3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for
walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
The construction of the driveway approach shall include the variable height radius
curb in accordance with the Drawings.
4. All pedestrian facilities shall comply with provisions of TAS including location,
slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
Contractor and not meeting TAS must be removed and replaced to meet TAS (no
separate pay).
28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
29 position during the depositing of concrete.
30 C. Reinforcement: see Section 32 13 13.
31 D. Concrete Placemerit: see Section 32 13 13.
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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 sidewalks, 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.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS 02353
Revised April 3Q 2013
321320-5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMI'S
Page 5 of 5
1 3.
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IS
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22 3.5
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 obsh•uctions protruding into or through
sidewalks or driveways.
All expansion joints shall be 1/2 inch in thickness.
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.
Sidewalks shall be marked at inteivals equal to the width of the walk with a
marking tool.
When sidewalk is against the curb, expansion joints shall match those in the curb.
G. Barrier Free Ramp
l. 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.
4. Detectab(e warning Dome-Tile surface may be curved along the corner radius.
5. Install detectable warning surface according to manufacturer's instructions.
REPAIRIR�STORATION [NOT USED]
23 3.6 I2E-INSTALLATION [NOT iJS�D]
24 3.7 FIELD QUALITY CONTROL [NOT USED]
25 3.8 SYSTEM STARTUP [NOT USED]
26 3.9 ADJUSTING [NOT USED]
27 3.10 CLEANING (NOT USED]
28 3.11 CLOSEOUT ACTIVITIES [NOT USED]
29 3.12 PROT�CTION [NOT USED]
30 3.13 MAINT�NANCE [NOT US�D]
31
32
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson �•2•A.3 — Measurement and Payment for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F. Griffin Corrected Part I, 1.2, A, 3, b, 1 to read; from .., square foot of Concrete Sidewalk.
to . . .each "Barrier Free Ramp" installed.
33
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTTON-CONTRACT t
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised April 30, 2013
321613-t
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 5
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SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PART1- GENERAL
5 1.1 SUIUIMARY
6 A. Section Includes:
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
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IS
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17 1.2
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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
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Concrete Curb and Gutter
a. Measurement
1) Measurement for this Item shall be by the linear foot of Concrete Curb and
Gutter.
b. Payment
1) 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 linear foot of Concrete Curb and Gutter complete and in place
by curb height.
c. The price bid shall include:
1) Preparing the subgrade
2) Furnishing and placing all materials, including foundation course,
reinforcing steel, and expansion material
2. Concrete Valley Gutter
a. Measurement
1) Measurement for this Item shall be by the square yard of Concrete Valley
Gutter.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "MeasuremenY' will be paid for at the unit
price bid per square yard of Concrete Valley Gutter complete and in place
for:
a) Various street types
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321613-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 c. The price bid shall include:
2 1) Preparing the subgrade
3 2) Furnishing and placing all materials, including foundation course,
4 reinforcing steel, and expansion material
5 1.3 R�FERENC�S [NOT USED]
6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
7 1.5 ACTION SUBMITTALS [NOT USED]
8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
0
10
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
I 1 1.9 QUALITY ASSURANC� [NOT US�D]
12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
13 1.11 FIELD CONDITIONS
14 A. Weather Conditions: See Section 32 13 13.
I S 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS
17 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
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2.2 EQUIPMENT AND MATERIALS
A. Forms: See Section 32 13 13.
B, Concrete: See Section 32 13 13.
C. Reinforcement: See Section 32 13 13.
D. Joint Filler
1. Wood Filler: see Section 32 13 13.
2. Pre-Molded Asphalt Board Filler
a. Use only in areas where not practical for wood boards
b. Pre-molded asphalt board filler: ASTM D545
c. Install the required size and uniform thickness and as specified in the Drawings.
d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
mixture of asphalt and vegetable fiber and/or mineral filler.
E. Expansion Joint Sealant: See Section 32 13 73.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS 02353
Revised December 20, 2012
3216t3-3
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOUIZCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION
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A. Demolition / Removal: See Section 02 41 13.
3.4 INSTALLATION
A. Forms
1. Extend 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 fo�•ms 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 forms
4. Hand-Laid Concrete — Curb and gutter
a. Shape and compact subgrade to the lines, grades and cross section shown on the
Drawings.
b. Lightly sprinkle subgrade material immediately 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 otherwise 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.
c. Place the concrete with approved self-propelled equipment.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 02353
Revised December 20, 2012
321613-4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
1
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1) The forming tube of the extrusion machine or the form of the slipform
machine must easily be adjustable vertically during the forward motion of
the machine to provide variable heights necessary to conform to the
established gradeline.
d. Attach a pointer or gauge to the machine so that a continual comparison can be
made between the extruded or slipform work and the grade guideline.
e. Brush finish surfaces immediataly after extrusion or slipforming.
6. Hand-Laid Concrete — Concrete Valley Gutter: See Section 32 13 13.
7. Expansion joints
a. Place expansion joints in the curb and gutter at 200-foot intervals and at
intersection returns and other 1•igid styuctures.
b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
pavement joints to a depth of 1-1/2 inches,
c. Place expansion joints at all intersections with concrete driveways, curbs,
buildings and other curb and gutters.
d. Make expansion joints no less than 1/2 inch in thicicness, extending the full
depth of the concrete.
e. Make expansion joints perpendicular and at right angles to the face of the curb.
f. Neatly trim any expansion material extending above the �inished to the surface
of the finished worlc.
g. Make expansion joints in the curb and gutter coincide with the concrete
expansion joints.
h. Longitudinal dowels across the expansion joints in the curb and gutter are
required.
i. Insta113 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
provides a minimum of 1 inch free expansion.
Ic. Support dowels by an approved method.
D. Curing: see Section 32 13 13.
31 3.5 REPAIl2/RESTOR.ATION [NOT US�D]
32 3.6 RE-INSTALLATION [NOT US�D]
33 3.7 FIELD QUALITY CONTROL [NOT USED]
34 3.8 SYST�M STARTUP [NOT US�D]
35 3.9 ADJUSTING [NOT USED)
36 3.10 CLEANING [NOT USED]
37 3.11 CLOSEOUT ACTIVITI�S [NOT USED]
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3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321613-5
CONCRETE CURB AND GUTTERS AND VALI.EY GUTTERS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.2.A.2. Modified payment item to vary by street type
2
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-1
PAVEMENT MARKINGS
Page I of 11
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION 32 17 23
PAVEMENT MARKINGS
A. Section Includes:
1. Pavement Markings
a. Thermoplastic, hot-applied, spi•ay (HAS) pavement mar]<ings
b. Thermoplastic, hot-applied, extruded (HAE) pavement markings
c. Preformed polymer tape
d. Preformed heat-activated thermoplastic tape
e, Painted markings
2. Raised markers
3. Work zone marl<ings
4. Removal of pavement marlcings and markers
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
PRICE AND PAYM�NT PROC�DUR�S
A. Measurement and Payment
1. Pavement Markings
a. Measurement
1) Measurement for this Item shall be per linear foot of material placed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Pvmt Marking" installed for:
a) Various Widths
b) Various Types
c) Various Materials
d) Various Colors
c. The price bid shall include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing (when required)
2. Legends
a. Measurement
1) Measurement for this Item shall be per each Legend installed.
C1TY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-2
PAVEMENT MARKINGS
Page 2 of 11
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c.
Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Legend" installed for:
a) Various types
b) Various applications
The price bid shall include:
1) Installation of Pavement Marking
2) Glass beads, when required
3) Surface preparation
4) Clean-up
5) Testing
Raised Markers
a. Measurement
1) Measurement for this Item shall be per each Raised Marker installed,
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Raised Marker" installed
for:
a) Various types
a The price bid shall include:
1) Installation of Raised Markers
2) Surface preparation
3) Clean-up
4) Testing
Work Zone Tab Markers
a. Measurement
1) Measurement for this Item shall be per each Tab Marker installed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Tab Marker" installed for:
a) Various types
c. The price bid shall include:
1) Installation of Tab Work Zone Markers
Fire Lane Markings
a. Measurement
1) Measurement for this Item shall be per the linear foot.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Fire Lane Marking" installed.
c. The price bid shall include:
1) Surface preparation
2) Clean-up
3) Testing
Pavement Marking Removal
a. Measurement
1) Measure for this Item shall be per linear foot.
b. Payment
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 02353
Revised December 20, 2012
321723-3
PAVEMENT MARKINGS
Page 3 of I 1
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8.
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "MeasuremenY' shall be paid for at the
unit price bid per linear foot of "Remove Pvmt Marking" performed for:
a) Various widths
c. The price bid shall include:
1) Removal of Pavement Markings
2) Clean-up
Raised Marker Removal
a. Measurement
1) Measurement for this Item shall be pet• each Pavement Marker removed.
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 "Remove Raised Marker"
performed.
c. The price bid shall include:
1) Removal of each Marker
2) Disposal of removed materials
3) Clean-up
Legend Rernoval
a. Measui�ement
1) Measure for this Item shall be per each Legend removed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" shall be paid for at the
unit price bid per linear foot of "Remove Legend" performed for:
a) Various types
b) Various applications
c. The price bid sllall include:
1) Removal of Pavement Markings
2) Clean-up
31 1.3 REFERENCES
32 A, Reference Standards
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2.
3.
Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Speci�cation, unless a date is speciiically cited.
Manual on Uniform Traf�c Control Devices (MUTCD�, 2009 Edition
a. Part 3, Markings
American Association of State Hi h�way and Transportation Officials (AASHTO�
a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09
4. Federal Highway Administration (FHWA�
a. 23 CFR Part 655, FHWA Docket No, FHWA-2009-0139
5. Texas Department of Transportation TxDOT�
a. DMS-4200, Pavement Mar]<ers (Reflectorized)
b. DMS-4300, Traffic Buttons
c. DMS-8220, Hot Applied Thermoplastic
d. DMS-8240, Permanent Prefabricated Pavement Markings
e. DMS-8241, Removable Prefabricated Pavement Markings
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised becember 20, 2012
32 17 23 - 4
PAVEMENT MAF2KINGS
Page 4 of 11
1 f. DMS-8242, Temporary Flexible-Reflective Road Marker Tabs
2 1.4 ADMINISTRATIVE REQUIlZEMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section O1 33 00.
5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
8 1.7 CLOSEOUT SUBMITTALS [NOT USED]
9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
10 1.9 QUALITY ASSURANCE [NOT USED)
11 1.10 DELIVERY, STORAGE, AND HANDLING
12 A. Storage and Handling Requirements �
13 1. The Contractor shall secure and maintain a location to store the material in
14 accordance with Section Ol 50 00,
15 1.11 FIELD [SITE) CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-SUPPLIED PRODUCTS
19 A. New Products
20 1. Refer to Drawings to determine if there are owner-supplied products for the Project.
21 2.2 MATERIALS
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A. Manufacturers
1. Only the manufacturers as listed in the City's Standard Products List will be
considered as shown in Section O1 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section Ol 25 00.
B. Materials
1. Pavement Markings
a. Thermoplastic, hot applied, spray
1) Refer to Drawings and City Standard Detail Drawings for width of
longitudinal lines.
2) Product shall be especially compounded for traffc markings.
3) When placed on the roadway, the markings shall not be slippery when wet,
lift from pavement under normal weather conditions nor exhibit a tacky
exposed surface.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-5
PAVEMENT MARKINGS
Page 5 of 1 I
l 4) Cold ductility of the material shall permit normal road surface expansion
2 and contraction without chipping or cracking.
3 5) The markings shall retain their original color, dimensions and placement
4 under normal traffic conditions at road surface temperatures of 158 degrees
5 Fahrenheit and below.
6 6) Markings shall have uniform cross-section, clean edges, square ends and no
7 evidence of tracking.
8 7) The density and quality of the material shall be uniform throughout the
9 marlcings.
t 0 8) The thickness shall be uniform throughout the length and width of the
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markings.
9) The marl<ings shall be 95 percent free of holes and voids, and free of
blisters for a minimum of 60 days after application.
10) The material shall not deteriorate by contact with sodium chloride, calcium
chloride or other chemicals used to prevent roadway ice or because of the
oil content of pavement markings or from oil droppings or other effects of
traffic.
11) The material shall not prohibit adhesion of other thermoplastic markings if,
at some future time, new markings are placed over existing material.
a) New material shall bond itself to the old line in such a manner that no
splitting or separation takes place.
12) The markings placed on the roadway shall be completely retroreflective
both internally and externally with traffic beads and shall exhibit uniform
retro-directive reflectance.
13) Traffic beads
a) Manufactured from glass
b) Spherical in shape
c) Essentially free of sharp angular particles
d) Essentially free of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
� Applied at a uniform rate
g) Meet or exceed Speci�cations shown in AASHTO Standard
Specification for Glass Beads Used in Pavement Marlcings, AASHTO
Designation: M 247-09.
b. Thermoplastic, hot applied, extruded
1) Product shall be especially compounded for traffic marlcings
2) When placed on the roadway, the marlcings shall not be slippery when wet,
lift from pavement under normal weather conditions nor exhibit a tacky
exposed surface,
�3) Cold ductility of the material shall permit normal road surface expansion
and contraction without chipping or cracicing.
4) The marlcings shall retain their original color, dimensions and placement
under r�ormal traffic conditions at road surface temperatures of 158 degrees
Fahrenheit and below.
5) Markings shall have uniform cross-section, clean edges, square ends and no
evidence of tracking.
6) The density and quality of the material shall be unifoim throughout the
markings.
CITY OF FORT WOR"CH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-6
PAVEMENT MARKINGS
Page 6 of 11
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c.
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7) The thickness shall be uniform throughout the length and width of the
markings.
8) The markings shall be 95 percent free of holes and voids, and free of
blisters for a minimum of 60 days after application.
9) The minimum thickness of the marking, as measured above the plane
formed by the pavement surface, shall not be less than 1/8 inch in the center
of the marking and 3/32 inch at a distance of'/2 inch fi�om the edge.
10) Maximum thickness shall be 3/16 inch.
I 1) The material shali not deteriorate by contact with sodium chloride, calcium
chloride or other chemicals used to prevent roadway ice or because of the
oil content of pavement markings or from oil droppings or other effects of
traffic.
12) The material shall not prohibit adhesion of other thermoplastic markings if,
at some future tirne, new markings are placed over existing material. New
material shall bond itself to the old line in such a manner that no splitting or
separation takes place.
13) The markings placed on the roadway shall be completely retroreflective
both internally and externally with traffic beads and shall exhibit uniform
retro-directive reflectance.
14) Traffic beads
a) Manufactured from glass
b) Spherical in shape
c) Essentially free of sharp angular particles
d) Essentially free of particles showing cloudiness, surface scoring or
surface scratching
e) Water white in color
� Applied at a uniform rate
g) Meet or exceed Specifications shown in AASHTO Standard
Specification for Glass Beads Used in Pavement Markings, AASHTO
Designation: M 247-09.
Preformed Polymer Tape
1) Material shall meet or exceed the Specifications for SWARCO Director 35,
3M High Performance Tape Series 3801 ES, or approved equal.
Preformed Heat-Activated Thermoplastic Tape
1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
mil preformed thermoplastic or approved equal.
Traffic Paint
1) Materials shall meet or exceed the TxDOT Specification DMS-8200.
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2. Raised Markers
a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic
Control Devices.
b. Non-reflective markers shall be Type Y(yellow body) and Type W(white
body) round ceramic markers and shall meet or exceed the TxDOT
Specification DMS-4300.
c. The reflective markers shall be plastic, meet or exceed the TxDOT
Specification DMS-4200 for high-volume retroreflective raised markers and be
available in the following types:
1) Type T-C, white body, 1 face reflects white
2) Type II-A-A, yellow body, 2 faces reflect amber
3) Type TI-C-R, white body, 1 face reflects white, the other red
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS 02353
Revised December 20, 2012
321723-7
PAVEMENT MARKMGS
Page 7 of 11
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3. Work Zone Markings
a. Tabs
1) Temporary flexible-reflective roadway marker tabs shall meet requirements
of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker
Tabs."
2) Removable markings shall not be used to simulate edge lines.
3) No segment of roadway open to traffic shall remain without permanent
pavement mai•kings for a period greater than 14 calendar days.
b. Raised Markers
1) All raised pavement markers shall meet the requirements of DMS-4200.
c. Striping
1) Work Zone striping shall meet or exceed the TxDOT Specifcation DMS-
8200.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL
16 A. Performance
17 1. Minimum tnaintained retroreflectivity levels for longitudinal markings shall meet
18 the requirements detailed in the table below for a minimum of 30 calendar days.
Posted S eed m h
< 30 35 — 50 > 55
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2-lane roads with centerline n�a 100 250
markin s onl (1)
All other roads (2) n/a 50 100
(1) Measured at standard 30-m geometry in units of mcd/mZ/lux.
(2) Exceptions:
A. When raised reflective pavement markings (RRPMs) supplement or substitute for a
longitudinai line, minimum pavement marking retroreflectivity levels are not applicable as
long as the RRPMs are maintained so that at least 3 are visible from any position along that
line during nighttime conditions.
B. When continuous roadway lighting assures that the markings are visible, minimum
pavement marking retroreflectivity levels are not applicable.
27 PART 3 - �XECUTION
28 3.1 EXAMINATION [NOT USED]
29 3.2 PREPARATION
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A. Pavement Conditions
1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing
markings and other forms of contamination.
2. New Portland cement concrete surfaces shall be cleaned suf�ciently to remove the
curing membrane.
3. Pavement to which material is to be applied shall be completely dry.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-8
PAVEMENT MARKlNGS
Page 8 of 11
1 4. Pavement shall be considered dry, if, on a sunny day after observation for 15
2 minutes, no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5. Equipment and methods used for surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians.
6 3.3 INSTALLATION
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A. General
1. The materials shall be applied according to the manufacturer's recommendations.
2. Markings and markers shall be appiied within temperature limits recommended by
the material manufacturer, and shall be applied on clean, dry pavement having a
surface temperature above 50 degrees Fahrenheit.
3. Markings that are not properly applied due to faulty application methods or being
placed in the wrong position or alignment shall be removed and replaced by the
Contractor at the Contractor's expense. If the rnistake is such that it would be
confusing or hazardous to motorists, it shall be remedied the same day of
notification. Notification will be made by phone and confirmed by fax. Other
mistakes shall be remedied within 5 days of written notifcation.
4. When markings are applied on roadways open to traffic, care will be taken to
ensura that proper safety precautions are followed, including the use of signs,
cones, barricades, flaggers, etc.
5. Freshly applied markings shall be protected from traffc damage and disfigurement.
6. Temperature of the material must be equal to the temperature of the road surface
before allowing traffic to travel on it.
B. Pavement Markings
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Thermoplastic, hot applied, spray
a. This method shall be used to install and replace long lines — centerlines, lane
lines, edge lines, turn lanes, and dots.
b. Markings shall be applied at a 110 mil thickness.
c. Markings shall be applied at a 90 mil thickness when placed over existing
markings.
d. Typical setting time shall be between 4 minutes and 10 minutes depending
upon the roadway surface temperature and the humidiiy factor.
e. Retroreflective raised markers shall be used to supplement the centerlines, lane
lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
£ Minimum retroreflectivity of markings shall meet or exceed values shown in
subparagraph 2.4.A.1 of this Specification.
Thermoplastic, hot applied, extruded
a. This method shall be used to install and replace crosswalks and stop-lines.
b. Markings shall be applied at a 125 mil thickness.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
Preformed Polymer Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-9
PAVEMENT MARKiNGS
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c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
4. Preformed Heat-Activated Thermoplastic Tape
a. This method shall be used to install and replace crosswalks, stop-lines, and
legends.
b. The applied marking shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of mai•kings shall meet or exceed values shown in
this Specification.
5. Traf�ic Paint
a. This method shall be used to install Work Zone Markings, Parking Lot
Markings and any other temporary marking application.
b. The applied marl<ing shall adhere to the pavement surface with no slippage or
lifting and have square ends, straight lines and clean edges.
c. Minimum retroreflectivity of markings shall meet or exceed values shown in
this Specification.
C. Raised Markers
1. All permanent raised pavement markers on Portland Cement roadways shall be
installed with epoxy adhesive. Bituminous adhesive is not acceptable.
2. All permanent raised pavement markers on new asphalt roadways may be installed
with epoxy or bituminous adhesive,
3. A chalk line, chain or equivalent shall be used during layout to ensure that
individual markers are properly aligned. All markers shall be placed uniformly
along the line to achieve a smooth continuous appearance.
D. Work Zone Markings
1. Work shall be performed with as little disruption to traf�c as possible.
2. Install longitudinal marlcings on pavement surfaces before opening to traffic.
3. Maintain lane alignment traffic control devices and operations until markings are
installed.
4. Install markings in proper alignment in accordance with the Texas MUTCD and as
shown on the Drawings.
5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
of a surface treatment, unless otherwise shown on the Drawings.
6. Place markings in proper alignment with the location of the final pavement
markings.
7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
transverse lines.
8. All marlcings shall be visible from a distance of 300 feet in daylight conditions and
fi•om a distance of at least 160 feet in nighttime conditions, illuminated by low-
beam automobile headlight.
41 9. The daytime and nighttime reflected color of the markings must be distinctly white
42 or yellow.
43 10. The marlcings must exhibit uniform retroreflective characteristics.
44 1 l. Epoxy adhesives shall not be used to worlc zone markings.
CTTY OF P'ORT WORTH 2O14 CIP STREET RECONSTRUCTTON-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
32 17 23 -10
PAVEMENT MARKINGS
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3.4 REMOVALS
1. Pavement Marking and Marker Removal
a. The industry's best practice shall be used to remove existing pavement
markings and markers.
b. If the roadway is being damaged during the marker removal, Work shall be
halted until consultation with the City.
c. Removals shall be done in such a matter that color and texture contrast of the
pavement surface will be held to a minimum.
d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
'/a inch in depth resulting from the removal of pavement markings and markers.
Driveway patch asphalt emulsion may be broom applied to reseal damage to
asphaltic surfaces.
e. Dispose of markers in accordance with federal, state, and local regulations.
f. Use any of the following methods unless otherwise shown on the Drawings,
1) Surface Treatment Method
a) Apply surface treatment at rates shown on the Drawings or as directed,
Place a surface treatment a minimum of 2 feet wide to cover the
existing marking.
b) Place a surface treatment, thin overlay, or microsurfacing a minimum
of 1 lane in width in areas where directional changes of traffc are
involved or in other areas as directed by the City.
2) Burn Method
a) Use an approved burning method.
b) For thermoplastic pavement markings or prefabricated pavement
markings, heat may be applied to remove the bulk of the marking
material prior to blast cleaning.
c) When using heat, avoid spalling pavement surfaces.
d) Sweeping or light blast cleaning may be used to remove minor residue.
3) Blasting Method
a) Use a blasting method such as water blasting, abrasive blasting, water
abrasive blasting, shot blasting, slurry blasting, water-injected abrasive
blasting, or brush blasting as approved.
b) Remove pavement markings on concrete surfaces by a blasting method
only.
4) Mechanical Method
a) Use any mechanical method except grinding.
b) Flail milling is acceptable in the removal of markings on asphalt and
concrete surfaces.
2. If a location is to be paved over, no additional compensation will be allowed for
marking or marker removal.
41 3.5 REPAIl2 / RESTORATION [NOT USED]
42 3.6 RE-INSTALLATION [NOT USED]
43 3.7 FIELD QUALITY CONTROL
44 A. All lines must have clean edges, square ends, and be uniform cross-section.
45 B. The density and quality of markings shall be uniform throughout their thickness.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321723-II
PAVEMENT MARKINGS
Page 1 I of 11
1 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and
2 shall be free of blisters.
3 3.8 SYSTEM STARTUP [NOT USED]
4 3.9 ADJUSTING [NOT US�D]
5 3.10 CLEANING
6 A. Contractor shall clean up and remove all loose material resulting from construction
7 operations.
8 3.11 CLOSEOUT ACTIVITI�S [NOT USED]
9 3.12 PROTECTION [NOT USED]
l0 3.13 MAINTENANCE [NOT USED)
11 3.14 ATTACHMENTS [NOT USED]
12
13
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH 2O14 CTP STREET RECONSTRUCTION-CONTRACT (
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
321725-1
CURB ADDRESS PAINTING
Page I of 3
Ia
3 PART1- GENERAL
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SECTION 32 1'7 25
CURB ADDRESS PAINTING
1.1 SUMMARY
A. Section Includes:
1. Painting of house addresses on curb of driveway radiuses that are removed and
replaced as shown on the Drawings
B. Deviations from this City of Fort Worth Standard Speciiication
1. None.
C. Related Specification Sections include, but are not necessarily li�nited 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, Measurement
a. Measurement for this Item shall include two curb faces. Both curb faces shall
be paid for as a single bid item.
2. Payment
a. The work performed and the materials furnished in accordance with this Item
shall be paid for at the unit price bid per each "Curb Address Painting"
completed per address.
3. The price bid shall include:
a. Furnishing all labor, materials and equipment
b. Any incidentals necessary to complete Curb Address Painting
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this Specification refer to the latest revision date
logged at the end of this Specification, unless a date is specifically cited.
1.4 —1.12 [NOT USED]
PART 2 - PRODUCTS
32 2.1 OWNER-FURNISHED [NOT USED]
33 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
34 A. Materials
35 1. All materials shall be of recent product and suitable for its intended purpose.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS 02353
Version November 4, 2013
321725-2
CURB ADDRESS PAINTING
Page 2 of 3
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2. Background paint shall be 7100 Series 100% Acrylic Satin White paint
manufactured by Kwal Paint, or approved equal.
3. Lettering paint shall be 7100 Series 100% Aciylic Satin Black paint manufactured
by Kwal Paint, or approved equal.
B. Size Requirements
1. The minimum size for the background shall be 6-inches wide by 16-inches long, or
as directed in the Drawings.
2. The minimum size for letters shall be 4-inches high, or as directed in the Drawings.
9 2.3 ACCESSORIES [NOT USED]
10 2.4 SQURCE QUALITY CONTROL [NOT USED]
11 PART 3 - EXECUTION
12 3.1 INSTALLERS [NOT USED]
13 3.2 �XAMINATION [NOT USED]
14 3.3 PREPARATION
15 A. Surface Preparation
16 1. Provide surface preparation in accordance with manufacturer's recommendations.
17 B. Surface Conditions
18 1. Unless approved otherwise by the City, surface conditions must meet the following
19 minimum requirements:
20 a, Concrete has cured for a minimum of 28-days
21 b. Surface temperature greater than 50°F and less than 95°F
22 2. No work shall occur if weather conditions may harm or damage the final finished
23 surface.
24 3.4 APPLICATION
25 A. Apply in accordance with the manufacturer's recommendations.
26 B. Background Application
27 1. App(y the bacicground with 3- or 4-inch roller with '/2-inch nap, unless otherwise
28 approved by the City.
29 C. Letter Application
30 1. Apply the lettering with 1- or'/2-inch artificial nylon or polyester or combination
31 brush and stencils, unless otherwise approved by the City.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Version November 4, 2013
321725-3
CURB ADDRESS PAiNTING
Page 3 of 3
1 3.5 REPAIR / It�STORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED)
5 3.9 ADJUSTING [NOT US�D]
6 3.10 CLEANING [NOT USED)
7 3.11 CLOSEOUT ACTIVITIES [NOT US�D]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
I 1 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CNANGE
I 1/4/2013 Fred Griffin Clarified 1,2.A.l.a—to show bid item includes two curb faces. And 1.2.A.2.a—
includes per address,
13
CITY OF FORT WORTH 2O14 CiP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Version November 4, 2013
32 91 19 - 1
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page I of 4
�
SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
3 PART1- GEN�RAL
4 l.l SUMMARY
5 A. Section Includes
6 1. Furnish and place topsoil to the depths and on the areas shown on the plans.
7 B. Deviations from City of Fort Worth Standards
8 1. None
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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.
PRIC� AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement:
a. Topsoil: measure by the cubic yard in place.
2. Payment:
a. Contract unit price and total compensation for loading, hauling, placing and
furnishing all labor equipment, tools, supplies, and incidentals as necessary to
complete work.
b. All excavation required by this item in cut sections shall be measured in
accordance with provisions for the various excavation items involved with the
provision that excavation will be measured and paid for once, regardless of the
manipulations involved.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATtON DOCUMENTS CONTRACT 1
Revised July I, 2011 02353
32 91 19 - 2
TOPSOiL PLACEMENT AND F1N13HING OF PARKWAYS
Page 2 of 4
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1.3 REFER�NCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 ACTION SUBMITTALS
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED�
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED]
l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
Z.1 pWN�R-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Topsoil
1. Use easily cultivated, fertile topsoil that;
a. is free from objectionable material including subsoil, weeds, clay lumps, non-
soil materials, roots, stumps or stones larger than 1.5 inches
b. has a high resistance to erosion, and
c. is able to support plant growth.
2. Secure topsoil from approved sources.
3. Topsoil is subject to testing by the City.
4. pH: 5.5 to 8.5.
5. Liquid Limit: 50 or less.
6. Plasticity Index: 20 or less.
7. Gradation: maximum of 10 percent passing No. 200 sieve.
B. Water: Clean and free of industrial wastes and other substances harmful to the growth
of vegetation.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
3291 19-3
TOPSOIL PLACEMENT AND FINiSH1NG OF PARKWAYS
Page 3 of 4
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
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3.1 INSTALL�RS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Finishing of Parkways.
1. Smoothly shape parkways, shoulders, slopes, and ditches.
2. Cut parkways to finish grade prior to the placing of any improvements in or
adjacent to the roadway.
3. In the event that unsuitable material for parkways is encountered, extend the depth
of excavation in the parkways six inches and back�l( with top soil.
4. Make standard parkway grade 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.
5. Whenever the adjacent properly is lower than the design curb grade and runoff
drains away from the street, the parkway grade must be set level with the top of the
curb.
6. The design grade from the parlcway extends to the back of the walk line.
7. From that point (behind the wallc), the grade may slope up or down at maximum
slope of 4:1.
B. Placing of Topsoil
1. Spread the topsoil to a uniform loose cover• at the thickness specified.
2. Place and shape the topsoil as directed.
3. Hand ralce finish a minimum of 5 feet from all flatwor(c
4. Tamp the topsoil with a light roller or other suitable equipment.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTiON-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July I, 2011 02353
32 91 19 - 4
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 4 of 4
1 3.5 [REPAIR]/ [RESTORA.TION) (NOT USED]
2 3.6 R�-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINT�NANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
329213-I
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 8
1
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SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Furnishing and installing grass sod and permanent seeding as shown on plans, or as
7 directed.
8 B. Deviations from City of Fort Worth Standards
9 1. None
10 C. Related Speci�cation Sections include but are not necessarily limited to
11 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
12 Contract.
13 2. Division 1- General Requirements.
14 1.2 PRICE AND PAYMENT PROC�DURES
IS
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31 1.3
32 1.4
A. Measurement and Payment
1. Measurement
a. Blocic 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 worlc.
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.
R�FER�NC�S [NOT US�D]
ADMINISTRATIVE REQUIREMENTS [NOT USED]
33 1.5 ACTION SUBMITTALS [NOT USED]
34 1.6 INFORMATIONAL SUBMITTALS
35 A. Seed
36 1. Vendors' certification that seeds meet Texas State seed law including:
37 a. Testing and labeling for pure live seed (PLS).
38 b. Name and type of seed.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 201I 02353
329213-2
HYDROMULCHING, SEEDING AND SODDING
Page 2 of 8
1 2. All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 3. All seed to be of the previous season's crop and the date on the container shall be
4 within twelve months of the seeding date.
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING
9 A. Block Sod
10 1. Protect from exposure to wind, sun and freezing.
11 2. Keep stacked sod moist.
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B. Seed
1. If using native grass or wildflower seed, seed must have been harvested within one
hundred (100) miles of the construction site.
2. Each species of seed shall be supplied in a separate, labeled container for
acceptance by the City.
C. Fertilizer
1. Provide fertilizer labeled with the analysis.
2. Conform to Texas fertilizer law.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WA.�tRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS AND EQUIPMENT
A. Materials
1. Block 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 free 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 thickness: 3/4 inch
e. Maximum grass height: 2 inches
£ Acceptable growing beds:
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July l, 2011 02353
329213-3
HYDROMULCHING, SEED[NG AND SODDING
Page 3 of 8
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1) St. Augustine grass sod: clay or clay loam topsoil.
2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
g. Dimensions.
1) Machine cut to uniform soil thickness.
2) Sod shall be of equal width and of a size that permits the sod to be lifted,
handled and rolled without breaking.
h. Broken or torn sod or sod with uneven ends shall be rejected.
2. Seed
a. General
1) Plant all seed at rates based on pure live seed (PLS)
a) Pure Live Seed (PLS) determined using the formula:
(1) Percent Pure Live Seed = Percent Purity x[(Percent Germination +
Percent Firm or Hard Seed) + 100]
2) Availability of Seed
a) Substitution of individual seed types due to lack of availability may be
permitted by the City at the time of planting.
b) Notify the City prior to bidding of difficulties locating certain species.
3) Weed seed
a) not exceed ten percent by weight of the total of pure (ive seed (PLS)
and other material in the mixture.
b) Seed not allowed:
(1) Johnsongrass
(2) nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
25 Bermuda (unhulled) cynodon dactylon 85 90
75 Bermuda (hulled) cynodon dactylon 95 90
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29
30
2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Gei•mination
PLS/Acre (percent) (percent)
220 Rye Grass lolium mult�orum g5 90
75 Bermuda (unhulled) cynodon dactylon 95 90
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34
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
Common Name
Green Sprangletop
Sideoats Grama*
Little Bluestem*
Buffalograss
Indian Grass*
Sand Lovegrass*
Botanical Name
Leptochloa dubia
Bouteloua curtipendula
Schizachyrium scoparium
Buchloe dacryloides
Sorghastrum nutans
Eragrostis trichodes
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
2014 CIP STREET RECONSTRUCTION-
CONTRACTI
02353
329213-4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 8
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6.0
8.0
1.2
1.8
l 0.0
Big Bluestem Andropogon germ•dii
Eastern Grama Ti�ipscacum dactyloides
Blue Grama Bouteloua gracilis
Switcligrass Panicum virgatum
Prairie Wildrye* Elymus canadensis
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 Nmne
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckia amplexicaulis
3.0 Golden - Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena Verbena bipinnatifida
8.0 Texas Yellow Star Lindheimeri texana
8.0 Winecup Callirhoe involcrata
2.0 Black-eyed Susan Ra�dbeckia hirta
18.0 Cutleaf Daisy Engelmannia pinnatifida
2.0 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot 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 fi•om virgin wood or recycled paper-by-products
(waste products fi•om paper mills or recycled newspaper).
c. No growth or germination inhibiting factors.
d. No more than ten percent moisture, air diy weight basis.
e. Additives: binder in powder form.
£ Form a strong moisture retaining 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.
CITY OF rORT WORTH 2O14 C1P STREET RECONSTRUCTION-
STANDARD CONSTRUCTtON SPECIFICATION DOCUMENTS CONTRACT 1
Revised July I, 2011 02353
329213-5
HYDROMULCHTNG, SEEDTNG AND SODDiNG
Page 5 of 8
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5. Topsoil: See Section 32 91 19.
6. Water: clean and fi�ee 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 I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
8 2.3 ACCESSORIES [NOT USED]
9 2.4 SOURCE QUALITY CONTROL [NOT USED]
l0 PART 3- EXECUTION [NOT USED]
11 3.1 INSTALLERS [NOT USED]
12 3.2 EXAMINATION [NOT US�D]
13 3.3 PI2EPARATION
14 A. Surface Preparation: clear surface of all material including:
15 1. Stumps, stones, and other objects larger than one inch.
16 2. Roots, brush, wire, stakes, etc.
17 3. Any objects that may interfere with seeding or maintenance.
18 B. Tilling
19 l. Compacted areas: till one inch deep.
20 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
21 seed/water run-off.
22 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees.
23 3.4 INSTALLATION
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A. Block Sodding
1, General:
a. Place sod between curb and wallc and on terraces that is the same type grass as
adjacent grass or existing lawn.
b. Plant between the average last freeze date in the spring and 6 weeks prior to the
average frst 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.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
32 92 13 - 6
HYDROMULCHING, SEEDING AND SODDING
Page 6 of 8
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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.
3. Watering and Finishing
a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary
metering / irrigation, water truck or by any other method necessary to achieve
an acceptable stand of turf as deiined in 3.13.B.
b. Thoroughly water sod immediately after planted.
c. Water until established.
d. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted. Tf applicable,
plant large areas by irrigation zones to ensure areas are watered as soon as they
are planted.
B. Seeding
2
3
4.
:
1. General
a. Seed only those areas indicated on the 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. Uniformly distribute seed over the areas shown on the plans or as directed.
b. All varieties of seed and fertilizer may be distributed at the same time provided
that each component is uniformly applied at tlle 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 roller 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-like ground cover impregnated uniformly with
grass seed.
3) Mixture is applied within thirty (30) minutes after placed in the equipment.
b. Placing
1) Uniformly distribute in the quantity specified over the areas shown on the
plans or as directed.
Fertilizing: uniformly apply fertilizer over seeded area.
6. Watering
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
329213-7
HYDROMULCNTNG, SEEDMG AND SODDTNC
Page 7 of 8
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a. Furnish water by means of temporary metering / irrigation, water truck or by
any other method necessary to achieve an acceptable stand of turf as defined in
3.13.B.
b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
c. Water as direct by the City at least twice daily for 14 days after seeding in such
a manner as to prevent washing of the slopes or dislodgement of the seed.
d. Water until final acceptance.
e. Generally, an amount of water that is equal to the average amount of rainfall
plus one half inch per week should be applied until accepted.
[REPAIR]/ [RESTORATION] [NOT USED]
RE-INSTALLATION [NOT USED]
12 3.7 FIELD QUALITY CONTROL [NOT USED]
13 3.8 SYSTEM STARTUP [NOT USED]
14
15
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT US�D]
16 3.11 CLOSEOUT ACTIVITIES
17 3.12 PROTECTION [NOT USED]
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A. Block Sodding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Sod shall not be considered finally accepted until the sod has started to peg down
(roots growing into the soil) and is free fi•om dead blocks of sod.
B. Seeding
1. Water and mow sod until completion and final acceptance of the Project or as
directed by the City.
2. Maintain the seeded area until each of the following is achieved:
a. Vegetation is evenly distributed.
b. Vegetation is free from bare areas.
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of three inches with one
mow cycle performed by the CONTRACTOR prior to consideration of
acceptance by the City.
34 C. Rejection
35 1. City may reject blocic sod or seeded area on the basis of weed populations.
36 3.14 ATTACHMENTS (NOT USED]
37 END OF SECTION
Revision Log
3.13 MAINTENANCE
C1TY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
329213-8
HYDROMULCHING, SEEDING AND SODDING
Page 8 of 8
1
DATE I NAME
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SUMMARY OF CHANGE
2014 CTP STREET RECONSTRUCTION-
CONTRACTI
02353
330513-I
FRAME, COVER, AND GRADE R[NGS
Page 1 of 5
1
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3 PARTl- GENERAL
Cfl��.Yl�t�►ri /�:�•1
SECTION 33 OS 13
FRAME, COVER, AND GRADE RINGS
5 A, Section Includes:
6 1. Frame, cover and grade rings used as access ports into water, sanitary sewer and
7 storm drain structures such manholes or vaults
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
12 Contract
13 2. Division 1— General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Measurement
17 a. This Item is considered subsidiary to the structure containing the frame, cover
18 and grade rings.
19 2. Payment
20 a. The work performed and the materials furnished in accordance with this Item
21 are subsidiary to the unit pr•ice bid per each structure complete in place, and no
22 other compensation will be allowed.
23 1.3 REFERENCES
24
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30
31
32
33
34
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 specifcally cited.
2. ASTM Inteinational (ASTM)
a. ASTM A48 — Standard Specification for Gray Iron Castings
b. ASTM A536 - Standard Specification for Ductile Iron Castings
c. ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections
3. American Association of State Highways and Transportation Officials (AASHTO)
a. AASHTO M306 — Standard Specification for Drainage, Sewer, Utility and
Related Castings
35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
36 1.5 SUBMITTALS
37 A. Submittals shall be in accordance with Section Ol 33 00.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT I
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July l, 2011
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33 OS 13 - 2
FRAME, COVER, AND GF2ADE RINGS
Page 2 of 5
B. All submittals shall be approved by the Engineer or the City prior to delivery and/or
fabrication for specials.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Product Data
1. All castings shall be cast with:
a. Approved foundry's name
b. Part number
c. Country of origin
2. Provide manufacturer's;
a. Specifications
b. Load tables
c. Dimension diagrams
d. Anchor details
e. Installation instructions
B. Certificates
1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO
designations.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE [NOT USED]
21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
22 l.11 FIELD [SITE] CONDITIONS [NOT USED]
23 1.12 WARRANTY [NOT USED]
24 PART 2 - PRODUCTS
25 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
26 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
27
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29
3Q
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35
36
37
38
A. Manufacturers
1. Only the manufacturers as listed on the City's Standard Products List will be
considered as shown in Section 01 60 00.
a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section O1 25 00.
B. Castings
1. Use castings for frames that conform to ASTM A48, Class 35B or better.
2. Use castings for covers that conform to ASTM A536, Grade 65-45-12 or better.
3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle
loading with permanent deformation.
4. Covers
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 201 I
330513-3
FRAME, COVER, AND GRADE RINGS
Page 3 of 5
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a. Size to set flush with the frame with no lac•ger than a 1/8 inch gap between the
frame and cover
b. Provide with 2 inch wide picic slots in lieu of pick holes.
c. Provide gasket in frame and cover.
d. Standard Dimensions
1) Sanitary Sewer
a) Provide a clear opening of 30 inches for all sanitary sewer frames and
cover assemblies unless otherwise specified in the Contract Documents.
2) Storm Drain
a) Provide a clear opening of 22 Y2 inches for all storm drain frames, inlets
and cover assemblies unless otherwise specified in the Contract
Documents.
b) Provide a minimum clear opening of 24 inches for all storm sewei•
manholes and junction structures.
e. Standard Labels
1) Water
a) Cast lid with the word "WATER" in 2-inch letters across the lid.
2) Sanitaiy Sewer
a) Cast lid with the word "SANITARY SEWER" in 2-inch letters across
the lid.
3) Storm Drain
a) Cast lid with the word "STORM DRAIN" in 2-inch letters across the
lid.
f. Hinge Covers
1) Provide water tight gasket on a(1 hinged covers.
2) Water
a) Provide hinged covers foY• all water structures.
3) Sanitary Sewer
a) Provide hinged covers for all manholes or structures constructed over
24-inch sewer lines and larger and for manholes where rim elevations
are greater than 12 inches above the surface.
C. Grade Rings
1. Provide grade rings in sizes from 2-inch up to 8-inch.
2. Use concrete in traffic loading areas.
3. In non-traffic areas concrete or HDPE can be used,
D. Joint Sealant
1. Provide a pre-formed or trowelable bitumastic sealant in an extrudable or flat tape
form.
2. Provide sealant that is not dependant on a chemical action for its adhesive
properties or cohesive strength.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 201 I
330513-4
FRAMG, COVER, AND GRADE RINGS
Page 4 of 5
1 2.3 ACCESSORIES [NOT USED)
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED]
3.2 �XAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Grade Rings
1. Place as shown in the water and sanitary sewer City Standard Details.
2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant.
3. Seal each grade ring with sealant specified in this Specification and as shown on the
City Standard Details.
B. Frame and Cover
1. Water
a. For water structures install frame, cover and grade rings in accordance with
applicable City Standard Detail.
2. Sanitary Sewer
a. For sanitary sewer structures install frame, cover and grade rings in accordance
with applicable City Standard Detail.
3. Storm Drain
a. For storm drain structures install frame, cover and grade rings in accordance
with applicable City Standard Detail.
4. Hinge Cover
a, Provide hinge cover on elevated manholes, junction boxes, in the flood plain
and where specified on the Drawings.
C. Joint Sealing
1. Seal frame, grade rings and structure with specified sealant.
D. Concrete Collar
1. Provide concrete collar around all frame and cover assemblies.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 201 I
33OS 13-5
FRAME, COVER, AND GRADE RMGS
Page 5 of 5
1 3.5 REPAIR / RESTORATION [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD [oR] 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 ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT US�D]
9 3.13 MAINTENANC� [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
m
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
6/25/2014 F. Griffin Corrected error in Part 2-2.2-B-4-d-2-a. Cover size should be 22'/z inches rather
than 19'/a inches.
13
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised July 1, 2011
330514-1
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUC'I'URES TO GRADE
Page I of 6
1
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3
SECTION 33 p5 14
ADJUSTING MANHOLES,INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
GRADE
4 PART1- GENERAL
5 1.1 SUMMARY
6
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22
23 1.2
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A. Section Includes:
l. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
stations and other miscellaneous structures to a new grade
B. Deviations from this City of Port Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 33 OS 10 — Utility Trench Excavation, Embedment and Backfill
4. Section 33 OS 13 — Frame, Cover and Grade Rings
5. Section 33 39 10 — Cast-in-Place Concrete Manholes
6. Section 33 39 20 — Precast Concrete Manholes
7. Section 33 12 20 — Resilient Seated Gate Valve
8. Section 33 12 21 — AWWA Rubber-Seated Butterfly Valve
9. Section 33 04 11 — Corrosion Control Test Station
10. Section 33 04 12 — Magnesium Anode Cathodic Protection
PRICE 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 grade specified on the
Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Manhole Adjustment,
Minor" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Grade rings or other adjustment device
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July 1, 2011 02353
330514-2
ADJUSTING MANHOLES, TNLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 2 of 6
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6) Furnishing, placing and compaction of embedment and bacicfll
7) Clean-up
2. Manhole - Major Adjustment
a. Measurement
1) Measurement for this Item shall be pe�� each adjustment requiring structural
modifications to manhole to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Manhole Adjustment,
Major" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications, grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
3. Inlet
a. Measurement
1) Measur•ement for this Item shall be per each adjustment requiring structural
modifications to inlet to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Inlet AdjustmenY'
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
6) Furnishing, placing and compaction of embedment and bacicfill
7) Clean-up
4. Valve Box
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specifed
on the Drawings,
b. Payment
1) The worlc performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "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
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRiJCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
330514-3
ADJUSTING MANHOLES, [NLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
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6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Cathodic Protection Test Station
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specified
on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Cathodic Protection
Test Station Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and 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 Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Fire Hydrant Stem
Extension" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment materials
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Miscellaneous Structure
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to said structure to a grade speci�ed on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Miscellaneous Structure
AdjustmenY' completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modifications
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
330514-4
ADJUSTING MANHOLES, [NLETS, VALVE BOXES, AND OTHER S'T'RUCTURES TO GRADE
Page 4 of 6
1 6) Furnishing, placing and compaction of embedment and backfill
2 d. Clean-up
3 1.3 REFERENCES
4 A. Reference Standards
5 1. Reference standards cited in this Specification refer to the current reference
6 standard published at the time of the latest revision date logged at the end of this
7 Specification, unless a date is specifically cited.
8 2. Texas Commission on Environmental Quality (TCEQ):
9 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and
10 Related Structures.
11 1.4 ADMINISTRATIV� REQUIREMENTS [NOT USED]
12 1.5 SUBMITTALS [NOT USED]
13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
14
IS
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT US�D]
16 1.9 QUALITY ASSURANCE [NOT US�D]
17 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
18 1.11 FIELD [SIT�] CONDITIONS [NOT US�D]
19 112 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
21 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLI�D PRODUCTS [NOT US�D)
22 2.2 MATERIALS
23
24
25
26
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29
30
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32
33
A. Cast-in-Place Concrete
1. See Section 03 30 00.
B. Modi�cations to Existing Concrete Structures
1. See Section 03 80 00.
C. Grade Rings
l. See Section 33 OS 13.
D. Frame and Cover
1. See Section 33 OS 13.
E. Backfill material
1. See Section 33 OS 10.
F. Water valve box extension
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS CONTRACT 1
Revised July 1, 2011
02353
330514-5
ADJUSTING MANHOLES, INLETS, VALVE [30XES, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
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l. See Section 33 12 20.
G. Corrosion Protection Test Station
1. See Section 33 04 11.
H. Cast-in-Place Concrete Manholes
1. See Section 33 39 1 p.
I. Precast Concrete Manholes
1. See Section 33 39 20.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
10 PART 3 - EXECUTION
11 3.1 INSTALLERS [NOT USED]
12 3.2 EXAMINATION
13 A. Verification of Conditions
14 1. Examine existing structure to be adjusted, for damage or defects that may affect
15 grade adjustment.
16 a. Report issue to City for consideration before beginning adjustment.
17 3.3 PREPARATION
18 A. Grade Verification
19 l. On major adjustments confirm any grade change noted on Drawings is consistent
20 with field measurements.
21 a. If not, coordinate with City to verify final grade before beginning adjustment.
22 3.4 ADJUSTMENT
23
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36
A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitary sewer adjustment replace 24-inch fi•ame and cover assembly with
30-inch frame and cover assembly per TCEQ requirement.
2. On manhole major adjustments, inlets and miscellaneous structures protect the
bottom using wood forms shaped to fit so that no debris blocks the invert or the
inlet or outlet piping in during adjustments.
a. Do not use any more than a 2-piece bottom.
3. Do not extend chimney portion of the manhole beyond 24 inches.
4. Use the least number of grade rings necessary to meet required grade.
a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch
rings,
B. Valve Boxes
l. Utilize typical3 piece adjustable valve box for adjusting to final grade as shown on
the Drawings.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201 I 02353
33OS 14-6
ADJUSTtNG MANHOLES, iNLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
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[L"
C. Backfill and Grading
1. Backfill area of excavation surrounding each adjustment in accordance to Section
33 OS 10.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 I2E-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT US�D]
3.13 MAINTENANC� [NOT US�D]
3.14 ATTACHM�NTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
m
CITY OF FORT WORTH 2O14 CTP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 201 l 02353
33OS 17-1
CONCRETE COLLARS
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 33 OS 17
CONCRETE COLLARS
5 A. Section Includes:
6 1. Concrete Collars for Manholes
7 2. 7 his I/e�ar is ijtte.��ded for rr.se in u.sphcrll� sf�•eet.c ar��l ta�rinpYrn�ecl co�eas -- r�r�! for r.r,se
8 in co��cr•ete ,streel,s.
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
I1
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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 03 30 00 — Cast-In-Place Concrete
4. Section 03 80 00 — Modifications to Existing Concrete Structures
5. Section 33 O5 13 — Frame, Cover, and Grade Rings
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Manhole
a. Measurement
1) Measurement for this Item shall be per each.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the unit price bid per each "Concrete Collar"
installed.
c. The price bid will include:
1) Concrete Collar
2) Excavation
3) Forms
4) Reinforcing steel (if required)
5) Concrete
6) Backfill
7) Pavernent removal
8) Hauling
9) Disposal of excess material
10) Placement and compaction of bacicfill
11) Clean-up
12) Additional pavement around perimeter of concrete collar as required for
rim adjustment on existing manhole.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
33 OS 17 - 2
CONCRETE COLLARS
Page 2 of 3
1 1.3 REFER�NCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Speci�cation, unless a date is specifically cited.
6 2, ASTM International (ASTM):
7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating.
8 b. D4259, Standard Practice for Abrading Concrete.
9 1.4 ADMINISTRATIVE REQUIR�MENTS [NOT US�D]
10 1.5 SUBMITTALS [NOT USED]
i l 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12
13
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE (NOT USED]
15 1.10 DELIVERY, STORAG�, AND HANDLING [NOT USED]
16 i.ii FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARRANTY [NOT USED]
18 PART 2 - PRODUCTS
19 21 OWNER-FURNISHED [oR] OWNER-SUPPLI�DPRODUCTS [NOT USED]
20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
21
22
23
24
25
26
27
A. Materials
1. Concrete — Conform to Section 03 30 00.
2. Reinforcing Steel — Conform to Section 03 21 00.
3. Frame and Cover — Conform to Section 33 OS 13.
4. Grade Ring — Conform to Section 33 OS 13.
2.3 ACCESSORI�S [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EX�CUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION
31 A. Evaluation and Assessment
32 1. Verify lines and grades are in accordance to the Drawings.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
1
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330517-3
CONCRETE COLLARS
Page 3 of 3
3.3 PREPARATION [NOT US�D]
3.4 INSTALLATION
A. Final Rim Elevation
1. Install concrete grade rings for height adjustment.
a. Construct grade ring on load bearing shoulder of manhole.
b. Use sealant between rings as shown on Drawings.
2. Set frame on top of manhole or grade rings using continuous water sealant.
3, Remove debris, stones and dirt to ensure a watertight seal.
4. Do not use steel shims, wood, stones or other unspecified material to obtain the
final surface elevation of the manhole frame.
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 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
12/20/2012 D. Johnson 1.1.A.2 — Blue text added to clarify where concrete collars are to be installed.
23
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-CONTRACT ]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02353
Revised December 20, 2012
347113-1
TRAFFIC CONTROL
Page ( of 5
�
3 PART1- GEN�RAL
4 l.l SUMMARY
5
6
7
8
9
10
11
12 1.2
13
14
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18
19
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40
SECTION 34 71 13
TRAFFIC CONTROL
A. Section Includes:
1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
B. Deviations from this City of Fort Worth Standard 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— Gener•al Requirements
PRICE AND PAYMENT PROCEDURES
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 "Measurement" shall be paid for at the
unit price bid for "Traffic Control".
c. The price bid shall include:
1) Traffic Control implementation
2) Installation
3) Maintenance
4) Adjustments
5) Replacements
6) Removal
2. Portable Message Signs
a. Measurement
1) Measurement for this Item shall be per week for the duration of use.
b. Payment
1) The wor]< performed and materials furnished in accordance to this Item and
measured as provided under "Measurement" shall be paid for at the unit
price bid per week for "Portable Message Sign" rental.
c. The price bid shall include:
1) Delivery of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 20I 1 02353
34 7l 13 - 2
TRAFPIC CON1'ROL
Page 2 of 5
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4) Return of the Portable Message Sign post-construction
3. Preparation of Traffic Control Plan Detai(s
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 Control 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) Incorporation of City comments
15 1.3 REFERENCES
16
17
18
19
20
21
22
23
A. Reference Standards
1. Reference standards cited in this Speci�cation 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 Speci�cations for Construction and Maintenance of
Highways, Streets, and Bridges.
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Coordination
26 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to
27 implementing Traffic Control within 500 feet of a traffic signal.
28 B. Sequencing
29 l. Any deviations to the Traffic Control Plan included in the Drawings must be first
30 approved by the City and design Engineer before implementation.
31 1.5 SUBMITTALS
32 A. Provide the City with a current list of quaiified flaggers before beginning flagging
33 activities. Use only flaggers on the qualified list.
34 B.
35
36
37
38 C.
39
Obtain a Street Use Permit from the Street Management Section of the Traffic
Engineering Division, 311 W. 10`h 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.
Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
Engineer.
40 D. Contractor shall prepare Traffc Control Plans if required by the Drawings or
41 Specifications. The Contractor will be responsible for having a licensed Texas
42 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011 02353
34 71 13 - 3
TRAFFTC CONTROL
Page 3 of 5
1 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
2 changes to the Traffic Control Plan(s) developed by the Design Engineer.
3 F. Design Engineer will furnish standard details for Traffic Control.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOS�OUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT US�D]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FI�LD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT US�D]
1 l PART 2- PRODUCTS
12 2.1 OWNER-FURNISHED �oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
13 2.2 ASSEMBLIES AND MATERIALS
]4
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22
23
24
2S
A. Description
1. Regulatory Requirements
a. Provide Traffic Control Devices that conform to details shown on the
Drawings, the TMIITCD, and TxDOT's Compliant Work Zone Traffic Control
Device List (CWZTCDL).
2. Materials
a. Traf�c 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 USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3 - EX�CUTION
27 3.1 EXAMINATION [NOT USED]
28
29
30
3.2 PREPARATION
A. Protection of In-Place Conditions
1, Protect existing traffic signal equipment.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT I
Revised July 1, 2011 02353
34 71 13 - 4
TRAFFIC CONTROL
Page 4 of 5
3.3 INSTALLATION
2 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
3 the Drawings and as directed.
4 B. Tnstall Traffic Contro] Devices straight and plumb.
5 C. Do not make changes to the location of any device or implement any other changes to
6 the Traffic Control Plan without the approval of the Engineer.
7 1. Minor adjustments to meet �eld constructability and visibility are allowed.
8 D. Maintain Traffic Control Devices by taking corrective action as soon as possible.
9 1. Corrective action includes but is not limited to cleaning, replacing, straightening,
10 covering, or removing Devices.
11 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
12 and that retroreflective characteristics meet requirements during darkness and rain.
13 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
14 and state laws (by failing to furnish the necessaiy flagmen, warning devices, ban•icades,
15 lights, signs, or other precautionary measures for the protection of persons or property), the
16 . Inspector may order such additional precautionary measures be taken to protect persons
17 and property.
18 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by
19 or in conflict with the proposed method of handling traffic or utility adjustments, can be
20 constructed during any phase.
21 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
22 distance of drivers entering the highway from driveways or side streets.
23 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may
24 be erected and mounted on portable supports.
25 1. The support design is subject to the approval of the Engineer.
26 I. Lane closures shall be in accordance with the approved Tra�c Controi Plans.
27 J. If at any time the existing traffic signals become inoperable as a result of construction
28 operations, the Contractor shall provide portable stop signs with 2 orange flags, as
29 approved by the Engineer, to be used for Traffic Control.
30 K. Flaggers
31 1. Provide a Contractor representative who has been certifed as a flagging instructor
32 through courses offered by the Texas Engineering Extension Service, the American
33 Traffic Safety Services Association, the National Safety Council, or other approved
34 organizations.
35 a. Provide the certificate indicating course completion when requested.
36 b. This representative is responsible for training and assuring that all flaggers ai•e
37 qualified to perform flagging duties.
38 2. A qualified flagger must be independently certifed by 1 of the organizations listed
39 above or trained by the Contractor's certified flagging instructor.
40 3. Flaggers must be courteous and able to effectively communicate with the public.
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 1
Revised July 1, 2011
02353
34 71 13 - 5
TRAFF[C CONTROL
Page 5 of 5
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IS
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4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMUTCD.
5. Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for the safety and convenience of public travel and Contractor's
personnel, and as shown on the Drawings or as directed by the Engineer.
a. These flaggers shall be located at each end of the lane closure.
L. Removal
1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
and other Traffic Control Devices used for work-zone traffic handling in a timely
manner, unless otherwise shown on the Drawings.
3.4 REPAIlZ / R�STORATION [NOT USED]
3.5 RE-INSTALLATION [NOT USED]
3.6 FIELD [oe] SIT� QUALITY CONTROL [NOT USED]
3.� SYSTEM STARTUP [NOT USED]
3.8 ADJUSTING [NOT USED]
3.9 CLEANING [NOT USED]
3.10 CLOSEOUT ACTIVITIES [NOT USED]
3.11 PROTECTION [NOT USED]
3.12 MAINTENANC� [NOT US�D]
3.13 ATTACHMENTS [NOT US�D]
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
23
C1TY OF PORT WORTH 2O14 C[P STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS CONTRACT 1
Revised 7uly I, 2011 02353
99 99 00 l
SP�CIAL TECHNICAL SPECii'ICATIONS
Pagelofl
9999.0096 PAViNG CONSTRUCTION ALLOWANCE
The paving construction allowance shall consist of miscellaneous construction and other
non-subsidiary items requested for construction by the City of Fort Worth and at the
direction of the Project Engineer. The payment to the contractor for miscellaneous
construction shall be the actual cost of the work plus 10% to cover the cost of overhead
incurred by the Contractor in handling the construction.
SPECIAL TECHNICAL SPECIFICATIONS 2014 CIP STREET RECONSTRUCTION-CONTRACTI
March 10, 2014 02353
APPENDIX
GC-4.01 Availability of Lands: N/A
GC-4.02 Subsurface and Physical Conditions: Under Soil Lab / Test Reports in Buzzsaw
GG-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-Ol Special Provisions: Included
CITY OF FORT WORTH 2O14 CIP STREET RECONSTRUCTION-
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011 CONTRACT 1
02353
�
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
ProjeC�: 2014 CIP STREET RECONSTRUCTION-CONTRACT 1
Project# 02353
DOE No:7295
Fund Code: 03
Contractor:
HOLE 1 EVA ST
LOCATION: 20'E of Weber St S/4
2.00" HMAC
7.00" Lt Brown Sandy Clay w/gravel
7.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 50'W of Schwartz Ave N/4
2.25" HMAC
7.00" Lt brown sandy clay w/gravel
6.75" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #1 Lagonda Ave
LOCATION: 1301 Lagonda Ave NE/4
1.00" HMAC
6.00" Brown Sandy C1ay W/gravel
9.00" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 1317 Lagonda Ave NE/4
1.00" HMAC
7.00" Brown Sandy Clay W/gravel
8.00" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 1412 Lagonda Ave NE/4
2.25" HMAC
2.75" Lt Brown Sandy Clay W/gravel
11.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 NW 2 rJTH St
LOCATION: 20'E of Hanna Ave S/4
4.00" HMAC
3.00" Brown Sandy Clay W/gravel
9.00" Dark Bxown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 1820 NW 25TH St N/4
3.00" HMAC
2.00" Brown Sandy Clay W/gravel & HAMC
11.00" Grayish Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 20'E of McKinley S/4
3.00" HMAC
7.00" Brown Sandy Clay W/roclts
6.00" Lt Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 30'W of AZEL AVE N/4
3.00" HMAC
6.00" Brown Sandy Clay W/gravel
7.00" Dark Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 DENNIS AVE
LOCATION:5601 Dennis Ave N/4
4.50" HMAC
5.00" Lt Brown Sandy Clay W/gravel
6.50" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5617 Dennis Ave S/4
3.5p" HMAC
6.00" Brown Sandy Clay W/gravel
6.50" Dark Brown C1ay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 5640 Dennis Ave N/4
4.00" HMAC
6.00" Lt Brown Sandy Clay W/gravel
6.00" Yellowish Sandy Clay
ATTERBURG LIMITS: LL:21.3 PL:14.1 PI:7.2 SHRKG:O
HOLE # 1 DONNELLY AVE
LOCATION: 20'W of Faron St N/4
1.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
7.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION:5633 Donnelly Ave N/4
1.00" HMAC
7.00" Lt Brown Sandy Clay W/gravel
8.00" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 FAIRFAX ST
LOCATION: 5041 Fairfax St E/4
4.00" HMAC
8.00" Brown Clay W/gravel
4.00" Dark Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5008 Fairfax St W/4
4.25° HMAC
6.75" Brown Sandy Clay W/gravel
5.00" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 GOODMAN AVE
LOCATION: 5600 Goodman Ave N/4
1.25" HMAC
8.00" Lt Brown Sandy Clay W/gravel
6.75" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5623 Goodman Ave S/4
1.25" HMAC
8.75" Lt Brown Sandy Clay W/gravel
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 KILPATRICK AVE
LOCATION: 5808 Kilpatrick N/4
1.00" HMAC
7.00" Brown Sandy Clay
8.00" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL:46.30 PL:28.5 PI:17.8 SHRKG:13.0
HOLE # 2
LOCATION: 5821 Kilpatrick Ave S/4
1.25" HMAC
4.25" Lt Dark Brown Sandy Clay W/gravel
10.50" Concrete (3820.0 PSI)
ATTERBURG LIMITS: LL:46.30 PL:28.5 PI:17.8 SHRKG:13.0
HOLE # 3
LOCATION: 5839 Kilpatrick Ave N/4
3.00" HMAC
7.00" Brown Sandy Clay W/gravel
6.50" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 5908 Kilpatrick Ave N/4
1.25" HMAC
8.00" Lt Brown Sandy Clay W/gravel
6.75" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 5925 Kilpatrick Ave S/4
1.00" HMAC
8.00" Lt Brown Sandy Clay W/gravel
7.00" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #1 WESTCLIFF RD W
LOCATION: 3105 WestCliff Rd W S/4
2.00" HMAC
6.00" Concrete (5215.0 PSI)
8.00" Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 3121 Westcliff Rd W N/4
3.00" HMAC
7.50" Concrete (2373.Q psi)
5.50" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 3160 Westcliff Rd W W/4
3.00" HMAC
13.00" Brown Sandy Clay W/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 3177 Westcliff Rd W W/4
3.00" HMAC
4.00" Gravel & Sand
9.00" Brown Sandy Clay w/Rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 3197 Westcliff Rd W E/4
3 . 5 0 ° FiMAC
7.00" Concrete (5183.0 PSI)
5.50" Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 6
LOCATION: 3210 Westcliff Rd W W/4
2.00" HMAC
7.25" Concrete (3308.0 PSI)
7.75" Lt Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 7
LOCATION: Westcliff Rd W Cul-de-sac C/4
11.00" HMAC
5.00" Brown Sandy Clay W/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE ## 1 DANCIGER RD
LOCATION: 50'NE of Yolanda Dr SE/4
4.00" HMAC
9.50" Concrete (3595.0 PSI)
2.50" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 1748 Danciger Rd NW/4
6.50" HMAC
6.00" 2:27 Concrete (760.0 psi)
6.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 1724 Danciger Rd SE/4
2.75" HMAC
7.00" CONCRETE (1483.0 PSI)
6.25" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 1716 Danciger RD NW/4
3.50" HMAC
8.00" concrete (1289.0 psi)
5.50" Brown Sandy C1ay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #5
LOCATION: 20'S of Jacqueline Rd E/4
4.00" HMAC
6.00" 2:27 Concrete (561.0 psi)
6.00" Lt Brown Sandy C1ay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 Yolanda Dr
LOCATION:1712 Yolanda Dr W/4
3.00" HMAC
13.00" Dark Brown Sandy Clay W/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 1753 Yolanda Dr E/4
3.00" HMAC
13.00" Brown Sandy Clay W/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #1 AVE M
LOCATION: 3405 Ave M S/4
4.50" HMAC
5.00" Concrete (3963.0 PSI)
8.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL:32.5 PL:20.9 PI:11.6 SHRKG: 8.0
HOLE #2
LOCATION: 3419 Ave M N/4
1.50" HMAC
5.50" Concrete (4188.0 PSI)
9.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 3501 Ave M S/4
3.00" HMAC
7.00" Concrete (3835.0 PSI)
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #4
LOCATION: 3513 Ave M N/4
1.75" HMAC
5.25" Concrete (4861.0 psi)
9.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #5
LOCATION: 3532 Ave M S/4
3.25" HMAC
6.50" Concrete (4525.0 PSI)
6.25" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 DALLAS AVE
LOCATION: 20'W of Benton Ave S/4
4.50" HMAC
7.00" Lt Brown Sandy Clay
4.50" Brown Sandy Clay
ATTERBURG LIMITS: LL:28.3 PL:18.7 PI:9.6 SHRKG:7.0
HOLE # 2
LOCATION: 220'W of Benton Ave N/4
�
4.50" HMAC
3.75" Concrete (5791.0 PSI)
3.75" Lt Brown Sandy Clay
4.00" Grayish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 5142 Dallas Ave S/4
3.00" HMAC
7.00" Lt Brown Sandy Clay W/gravel
6.00" Reddish Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 5123 Dallas Ave N/4
4.50" HMAC
2.50" Concrete (6878.0 psi)
9.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 5117 Dallas Ave S/4
2.75" HMAC
5.50" 2:27 concrete (874.0 psi)
6.00" Lt Brown Sandy Clay W/gravel
1.75" Yellowish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 6
LOCATION: 20'E of Tierney Rd N/4
3.50" HMAC
2.25" Concrete (6298.0 PSI)
10.25" Yellowish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 PARKER ST
LOCATION: 904 Parker St W/4
10.50" HMAC
5.50" Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 928 Parker St c/4
5.00" HMAC
11.00" Dark Brown Sandy Clay W/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 80'N of 01d Handley E/4
9.00° HMAC
7.00" Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 Rufus St
LOCATION: 3604 Rufus St
3.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
5.50" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 3621 Rufus St E/4
1.75" HMAC
9.50" Concrete (2778.0 PSI)
4.75" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 3637 Rufus St W/4
2.00" HMAC
9.00" Lt Brown Sandy Clay W/gravel
5.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #4
LOCATION: 3750 Rufus St W/4
3.25" HMAC
7.25" Dark Brown Sandy Clay W/gravel
5.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #5
LOCATION: 3766 Rufus St E/4
4.00" HMAC
8.50" Lt Brown Sandy Clay W/gravel
3.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #6
LOCATION: 3785 Rufus St W/4
2.50" HMAC
7.00" Reddish Brown Sandy Clay W/gravel
6.50" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 7
LOCATION: 3909 Rufus St E/4
2.00" HMAC
7.00" Lt Brown Sandy Clay W/gravel
7.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 5200 RUTLAND AVE
LOCATION: 5200 Rutland Ave W/4
2.00" HMAC
E
14.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 5213 Rutland Ave E/4
5.50" HMAC
5.75" Concrete (1396.0 PSI)
4.75" Reddish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 5300 Rutland Ave
LOCATION: 5304 Rutland Ave W/4
1.75° HMAC
14.25" Dark Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5312 Rutland Ave NE/4
4.25" HMAC
8.50" Concrete (1271.0 PST)
3.25" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 5324 Rutland Ave SW/4
2.25" HMAC
7.00" Lt Brown Sandy C1ay W/gravel
6.75" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 5337 Rutland Ave NE/4
2.25" HMAC
9.50" Concrete (2063.0 PSI)
4.25" Lt Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 5404 Rutland Ave NE/4
5.25" HMAC
8.75" Lt Brown Sandy Clay
2.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 6
LOCATION: 5450 Rutland Ave W/4
5.50" HMAC
10.00" Concrete (1953 psi)
.50" Lt Brown Sandy Clay w/gravel
ATTERBURG LTMITS: LL: PL: PI: SHRKG:
HOLE # 7
m
LOCATION: 5501 Rutland Ave E/4
6.00" HMAC
7.00" Lt Brown Sandy Clay W/gravel
3.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 8
LOCATION: 5512 Rutland Ave W/4
7.00" HMAC
5.00" Lt Brown Sandy Clay W/gravel
4.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 WHITMAN AVE
LOCATION: 5448 Whitman Ave E/4
5.00" HMAC
3.50" Grayish Brown Sandy Clay W/rocks
7.50" Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL; PL: PT: SHRKG:
HOLE # 2
LOCATION: 5428 Whitman Ave W/4
4.00" HMAC
6.00" Lt Brown Sandy Clay W/rocks
6.00" Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 5416 Whitman Ave E/4
4.50" HMAC
11.50" Lt Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 WONDER DR
LOCATION: 20'N of Winifred Dr W/4
5.00" HMAC
4.00" Grayish Sandy Clay
7.00" Grayish Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 20'S of Wosley E/4
3.00" HMAC
13.00" Reddish Orange Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 CONLIN Rd
LOCATION: 5657 Conlin Rd E/4
4 . 5 0 " I-IMAC
5.50" TBD
4.Q0" Lt Brown Sandy Clay w/gravel
m
2.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5632 Conlin Rd NW/4
3.75" HMAC
7.50" TBD
4.75" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 50's OF Dublin Dr E/4
3.00" HMAC
8.00" Lt Brown Sandy Clay W/gravel
5.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 DECORY RD
LOCATION: 5605 Decory Rd NE/4
7.00" HMAC
9.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5649 Decory Rd E/4
8.00" HMAC
8.00" Dark Brown Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 ENON RD
LOCATION: 40'E of Oak Grove Rd S/4
3.00" HMAC
4.00" Grayish Sandy C1ay W/gravel
9.00" Brown Sandy Clay W/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 50'W of Yellow Buckeye Dr N/4
4.00" HMAC
7.00" Lt Brown Sandy Clay w/gravel
5.00" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 1050'E of Oak Grove Rd S/4
2.50° HMAC
8.00" Lt Brown Sandy Clay W/gravel
5.50" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 1550'E of Oak Grove Rd N/4
l2
2. 7 5" I iMAC
8.00" Lt Brown Sandy Clay W/gravel
5.25" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 2050'E of Oak Grove Rd S/4
6.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
2.50" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 6
LOCATION: 2550'E of Oak Grove Rd N/4
3.50" HMAC
7.50" Lt Brown Sandy Clay W/gravel
5.00" Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 7
LOCATION: 3050'E of Oak Grove Rd S/4
6.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
2.50" Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 8
LOCATION: 3550'E of Oak Grove Rd N/4
5.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
3.50" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 9
LOCATION: 4050'E of Oak Grove Rd S/4
5 . 5 0 " I3MAC
6.50" Lt Brown Sandy Clay W/gravel
4.00" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 10
LOCATION: 4550'E of Oak Grove Rd N/4
5.00" HMAC
7.00" Dark Brown Sandy Clay W/gravel
4.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 11
LOCATION: 5050`E of Oak Grove Rd S/4
5.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
3.50" Dark Brown Clay
13
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 12
LOCATION: 5550'E of Oak Grove Rd N/4
4.50" HMAC
6.00" Dark Brown Sandy Clay W/gravel
5.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOI�E # 13
LOCATION: 6050'E of Oak Grove Rd S/4
4.50" HMAC
6.50" Lt Brown Sandy Clay W/gravel
5.00" Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 14
LOCATION: 6550'E of Oak Grove Rd N/4
3.25" HMAC
6.00" Dark Brown Sandy Clay W/gravel
3.00" Lt Brown Sandy Clay w/gravel
3.75" Grayish Borwn Sandy Clay W/gravel
ATTERI3URG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 ILLINOIS AVE
LOCATION: 80'S OF e Daggett Ave E/4
1.50" HMAC
6.00" Lt Brown Sandy Clay W/gravel
8.50" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 50'N of Stella St W/4
2.75" HMAC
8.00" Dark Brown Clay W/gravel
5.25" Brown Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 JENSON R.D
LOCATION: /4
1.75" HMAC
6.00" Brown Sandy Clay W/gravel
2.00" Lt Brown Sandy Clay w/gravel
6.25" Dark Brown Sandy Clay W/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 2012 Jenson Rd W/4
2.25° HMAC
8.50" 2:25 Concrete (475.0 PSI)
5.25" LT Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
14
HOLE #3
LOCATION: 2008 Jenson Rd E/4
2.25" HMAC
8.00" LT Brown Sandy Clay W/gravel
5.75" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 2000 Jenson Rd W/4
2.25" HMAC
8.00" Lt Brown Sandy Clay W/gravel
4.25" Concrete (6479.0 PSI)
1.25" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 1900 Jenson Rd E/4
3.00" HMAC
7.00" Brown Sandy Clay W/gravel
6.00" Brown Sandy Clay
ATTERBURG LTMITS: LL: PL: PI: SHRKG:
HOLE # 6
LOCATION: 1828 Jenson Rd W/4
3 . '7 5 " HMAC
7.00" Brown Sandy Clay W/gravel
6.25" Yellowish Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #7
LOCATION: 20'S of Wilson Rd C/4
3.00" HMAC
6.00" Lt Brown Sandy Clay W/gravel
7.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 OAK GROVE SHELBY RD
LOCATION: 50'W of Race St N/4
8.50" HMAC
7.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 50'E of Dan Meyer Dr N/4
0.50" HMAC
5.00" Grayish Brown Sandy Clay W/gravel
11.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 800'W of Dan Meyer N/4
1.50" HMAC
IS
4.50" Grayish Brown Sandy Clay W/gravel
11.00" Dark Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 1800'W of Dan Meyer N/4
0.50" HMAC
2.00" Sand & gravel
4.00" Grayish Sandy Clay w/rock (Mainly Rock)
9.50" Dark Brown Sandy Clay W/rock
ATTERBtJRG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 500'W of Michel B/4/4
2.50" HMAC
2.00" Grayish Brown Sandy Clay W/rock
2.00" Lt Brown Sandy Clay w/rock
9.50" Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 6
LOCATION: 50'E of Oak Grove Rd N/4
6.00" HMAC
4.00" Brown Sandy Clay W/rock
6.00" Dark Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI; SHRKG:
HOLE # 7
LOCATION: 500'E of Oak Grove S/4
1.00" HMAC
2.00" HMAC & Brown Sandy Clay W/rock
13.00" Dark Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI; SHRKG:
HOLE #8
LOCATION: 30'E OF Michel Dr S/4
2.00" HMAC
4.00" Grayish Brown Sandy Clay W/rocks
10.00" Dark Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #9
LOCATION: 930'E of Michel Dr S/4
2.00" HMAC
3.00" Grayish Brown Sandy Clay W/rocks
11.00" Dark Brown Sandy Clay w/rocks
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #10
LOCATION: 1100'E of Michel Dr S/4
0.50" HMAC
15.50" Dark Brown Sandy Clay W/rocks
16
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #11
LOCATION: 580'E of Dan Meyer S/4
9.50" HMAC
6.50" Dark Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #1 PANOLA AVE
LOCATION: 3500 Panola Ave N/4
6.00" HMAC
6.00" Concrete (4561.0 PSI)
4.00" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 3529 Panola Ave S/4
1 . 5 0 " HMZ�C
3.00" Brown Sandy Clay W/gravel & rock
4.00" Lt Brown Sandy Clay
7.50" Brown Sandy C1ay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 3624 Panola Ave N/4
2.00" HMAC
7.00" Concrete (3674.0 PSI)
7.00" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 PURINGTON AVE
LOCATION: 3501 Purington Ave N/4
2 . 5 0 ° IIMAC
5.00" Concrete (4343.0 PSI)
8.50" Dark Brown Sandy Clay w/Rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 3522 Purington Ave S/4
2.00" HMAC
6.50" Concrete (5780.p PSI)
7.50" Brown Sandy Clay w/rock
ATTERBURG LIMITS: LL; FL: PI: SHRKG:
HOLE # 3
LOCATION: 40'W N Ayers Ave N/4
3 . 0 0 " HM1�C
5.00" Concrete (4439.0 PSI)
8.00" Dark Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #1 RAYMOND BARBER DR
LOCATION: 20'W of Campus Dr N/4
17
7.50" HMAC
8.50" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #2
LOCATION: 200'W of Campus S/4
8.00" HMAC
8.00" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: Center of Cul-de sac C/4
8.00" HMAC
8.00" Dark Brown Sandy Clay W/rock
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 6t AVE
LOCATION: 5705 6th Ave S/4
4.50" HMAC
7.50" Lt Brown Sandy Clay W/gravel
4.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 5721 6th Ave SW/4
5.00" HMAC
7.00" Lt Brown Sandy Clay W/gravel
4.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 5753 6th Ave SW/4
2.50" HMAC
7.75" TBD
5.75" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 5793 6th Ave SW/4
2.75" HMAC
6.50" TBD
6.75" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 BERKELEY PL
LOCATION: 150'N of Weatherbee St E/4
4.00" HMAC
8.00" Dark Brown Sandy Clay W/gravel
4.00" Lt Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 COLLEGE AVE
18
LOCATION: 40'N of W Mason St E/4
2.25" HMAC
9.00" Lt Brown Sandy Clay W/gravel
4.75" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 3810 College Ave W/4
2.00" HMAC
8.00" Lt Brown Sandy Clay W/gravel
6.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 3
LOCATION: 150'N of W Fogg St E/4
1.50" HMAC
8.00" Lt Brown Sandy Clay W/gravel
6.50" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 4
LOCATION: 120'N of W Pafford St W/4
2.25" HMAC
8.00" Lt Brown Sandy Clay W/gravel
5.75" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 5
LOCATION: 150'S of W Dickson St E/4
1.75" HMAC
7.25" Lt Brown Sandy Clay W/gravel
7.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 S HENDERSON ST
LOCATION: 20'N of W Bolt St E/4
1.50" HMAC
7.50" Lt Brown Sandy Clay W/gravel
7.00" Dark Brown Sandy C1ay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 30'S of W Mason St W/4
2 . 5 0 ° IiMAC
8.50" Lt Brown Sandy Clay W/gravel
5.00" Dark Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 TOWNSEND DR
LOCATION: 2837 Townsend Dr E/4
2.50" HMAC
8.50" Lt Brown Sandy Clay W/gravel
i�]
5.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 2824 Townsend Dr W/4
3.50" HMAC
6.50" Grayish Brown Sandy Clay W/gravel
6.00" Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 2801 Townsend Dr E/4
4.00" HMAC
8.00" Lt Brown Sandy Clay W/gravel
4.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL; PI: SHRKG:
HOLE # 1 W. DREW ST
LOCATION: 20'E of McCart Ave S/4
2.50" HMAC
9.00" Lt Brown Sandy Clay W/gravel
4.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 50'S of Wayside Ave N/4
2.00" HMAC
8.00" Lt Brown Sandy C1ay W/gravel
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE #3
LOCATION: 120'W of Frazier Ave S/4
3.00" HMAC
7.00" Lt Brown Sandy Clay W/gravel
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 1 W F'ELIX ST
LOCATION: 1008 W Felix St N/4
8.00" HMAC
7.50" Concrete (3640.0 PSI)
0.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 1109 W Felix St S/4
1.50" HMAC
7.00" Lt Brown Sandy Clay W/gravel
7.50" Dark Brown Sandy Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
ao
HOLE # 1 W PAFFORD ST
LOCATION: 20'W of Frazier Ave N/4
1.50° HMAC
9.00" LT Brown Sandy C1ay W/gravel
5.50" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
HOLE # 2
LOCATION: 30'E of Wayside Ave /4
1.25" HMAC
8.75" Lt Brown Sandy Clay W/gravel
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG:
Approval:
Routing:
Ryan Jeri
Date Tested: 3/20/14-8/4/14 Superintendent
Requested by: Kristian Sugrim
Tested by: Soil Lab File
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� ION ANt
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MBE REQUIRED DOCUMENTATION RECEIPT
Official Date and Time
Bid Date: � `�— ��
Project Name: ��
Project Manager:
Name:
Company:
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WORKS
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ATTACHMENT1A
Page 1 of 4
FORT WORTH City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
Stabile & Winn, Inc.
PROJECT NAME: MM//DBE � NON-M//WDBE
2014 CI P Street Reconstruction Contract 1 B�D DATE
September 4, 2014
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
25 0�0 2.74 0�o Project #02353
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 MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification 'and will result in the bid being
considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Parker and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
� �9--i0--1� t�11 �3� Ot1T
E
FOR�I�WOR'I'H ATTACHMENT 1A
Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T n Detail Detail
Company Name i Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
TelephonelFax r B e e B
E E E E
Klutz Construction, LLC Inlets � 3�,200.00
P.O. Box 100263
Fort Worth, TX 76185 ��❑ ❑
817-921-0990
C. Greenscaping Grass Sod $ 21,782.00
2401 Handiey Ederville
Fort Worth, TX 76118 1✓❑ ❑
817-577-9299
A. Murillo Trucking Trucking - Haul Off $ 50,050.00
3609 N. Elm Street
Fort Worth, TX 76106 1✓❑ ❑
817-691-2154
Luz Trucking Trucking - Haul Off $ 50,050.00
702 Glenn Drive
Euless, TX 76029 1 ✓ ❑ ❑
817-267-4406
817-980-6493
HJG Trucking Hauling Aggregates $ 40,118.00
701 Denair
Fort Worth, TX 76111 1❑� ❑ �
817-834-7181
Bal'11SCo Rebar $ 116,300.00
P.O. Box 541087
Dallas, TX 75354 1 ❑ ❑ �
214-352-9091
Rev: 5/30/12
�� F'oK�r Wox'rM
ATTACHMENT1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate �
SUBCONTRACTOR/SUPPLIER T n Detail Detai)
Company Name i ` Subcontracting Supplies
Address e M W S M Work Purchased Dollar Amount
Telephone/Fax r B B B B
E E E E
Martin Marietta Materials Spread Cement $ 94,170.00
P.O. Box 248
Lewisville, TX 75067
972-350-8200 1 � � �
972-350-8203
Redi-Mix Concrete Ready-Mix Conc. $ 489,500.00
331 N. Main Street
Euless, TX 76039 1 ❑ ❑ �
817-835-4058
817-835-4044
Buyers Barricades Project � 19,550.00
3705 E. 1 st Sti'eet Barricades
Fort Worth, TX 76111 1 � ❑ �
817-535-3939
Peachtree Construction HMAC Paving $ 1,549,964.00
5801 Park Vista Cir.
Keller, TX 76244 � ❑ ❑ �
817-741-4658
817-741-4648
Metroplex Pavement Striping $ 4,700.00
Markings
1303 Jelmak Ave. 1 ❑ ❑ ✓
Grand Prairie, TX 75050
972-399-3500
972-313-0059
Dustrol, Inc. Milling � 24,4so.00
2801 Highway 114
Fort Worth, TX 76177 1 ❑ � �
817-430-3958
817-491-2354
Rev. 5/30/12
Fax�r Wo R�rx
ATTACHMENT1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers � 159,082.00
Total Dollar Amount of Non-MBE Subcontractors/Suppliers � 2,338,762.00
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 2,497,844.00
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Reguest for Approval o
Change/Addition form. Any unjustified change or deletion'shaU be a material breach of contract and may
result in debarment in accord with the -procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
utho ' e ignatur�
Vice Pre���ent
Jerry Henderson
Printed Signature
Same
Title
Stabile & Winn, Inc.
Company Name
P.O. Box 79380
Address
Saginaw, TX 76179
City/State/Zip
Contact NamelTitle (if different)
817-847-2086 817-847-2098
Telephone and/or Fax
jerry.henderson @ stabilewinn.com
E-mail Address
September 10, 2014
Date
Rev. 5/30/12
ATTACHMENT 1C
Page 1 of 3
FORT WORTH
�----- City of Fort Worth
MBE Good Faith Effort Form
PRIME COMPANY NAME: Check applicable block to describe prime
Stabile & Winn, Inc.
PROJECT NAME: M/1N/DBE X NON-MJ/WDBE
2014 CI P Street Reconstruction Contract 1 B�D DATE
Sept. 4, 2014
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
25 0�0 2.74 0�o Project # 02353
If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and
received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening,
exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Asphalt Paving Ready-Mix Concrete
Inlets Aggregates - Sand, Gravel, Topsoil, etc.
Barricades Rebar Materials
Seeding/Sod Spread Cement Material
Striping/Pavement Markings
�oop Detectors
Rev. 5/30/12
ATTACHMENT1C
Page 2 of 3
2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors
andlor suppiiers from the City's M/WBE Office or the City's website.
❑X Yes Date of Listing August 13, 2014
�No
3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
Mb��.E� - av►a. 2't, ?�ot�1
� Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
�No
4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
YeS (If yes, attach list to include name of MBE firm, ea rson contacted, phone number and date and time of contact.)
X No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
�_Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation"
documentation may render the GFE non-responsive.)
�_ No
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
�Yes (if yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the
GFEnon-responsive.) � ��q�VED� ��Ai�,� •�� .��y
�_N o
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicabie contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
�_Yes
�_N o
8.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
X Yes
No
Rev. 5/30/12
ATTACHMENT 1C
Page 3 of 3
9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
X Yes (If yes, attach all copies of quotations.)
No
10�Was the contact information on any of the listings not valid?
_U Yes (if yes, attach the information that was not valid in order for the M/WBE Office to address the corrections
needed.)
_allo
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any
relevant documentation by City personnel.
Please use additional sheets, if necessar , and attach.
Com an Name Tele hone Contact Person Sco e of Work Reason for Re'ection
Cowtown Redi-Mix 817-759-1919 Max Uirich Ready-Mix Conc. Not Low Bid
ADDITIONAL INFORMATION:
Please provide additionai information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
I did not have any MBE contractors contact me requesting plans or specification information, therefore the answer to question
#7 is NO.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
Rev. 5/30/12
�
�9-��-�� A1 I : >� J(1j ATTACHMENT1C
Page 4 of 3
contract and may result in a determination of an irresponsible offeror and debarment
from participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the MBE(s) listed was/were
contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
Jerry Henderson
uth ' d �ignature Printed Signature
Vice Pre�i�ent Same
Tiftle � Contact Name and Title (if different)
Stabile & �^J;nn, In�. 817-847-2086 817-847-2098
Company Name Phone Number Fax Number
P.O. Box 79380 jerry.henderson@stabilewinn.com
Address Email Address
Saginaw, TX 76179 September 10, 2014
C itylState/Zi p Date
Y
Rev. 5/30/12
CONCRETE MATERIAL PRICES
1.00
' Redi-Mix Lattimore Redi-Mix
Base Prices
5-SK 3,000 Flatwork $91.00 $100.00 $91.00
Total Prices - Includinq Fees & Escalator if Applicable
' ' 5-SK 3,000 Flatwork $93.78 $100.00 $93.78
Total $489,513.15 $521,980.32 $489,513.15
$32,467.18 Low Bid
Fly Ash Yes Yes Yes
Sack Adj. per Sack ' $5.00 $5.00 $5.00
Environmental (Incl.) `' $0.00 $0.00 $0.00
Fuei Surcharge (Incl.) $25.00 $0.00 $25.00
' CY per Load 9.00 9.00 9.00
Expiriation Date 31-Dec-15 31-Ju1-15 31-Deo-15
;
�
�
Argos
$96.00
$99.34
Cowtown Martin Marietta
$93.00
$96.34
$105.00
$108.34
$518,535.25 $502,875.84 $565,513.48
$29,022.11 $13,362.70 $76,000.33
Yes Yes Yes
$5.00 $5.00 $5.00
$10.00 $10.00 $0.00
$20.00 $20.00 $30.00
9.00 9.00 9.00
31-Aug-15 31-Ju1-15 30-Nov-15
"`_'_-----_.
r •";,'�'}.. 3.v-yz1 "� mm r�, 3,: �'
i �
� � � _ ��� �� � � -E��'i
� � �`�
�
�,
Quotation
Attention:
Customer Name
Fax #:
Plant
Project Name:
Project Address
Terms: Net 10th PROX
We are pleG
Material Unit
Concrete cu yds
Jerry Henderson
STABILE & WINN, INC.
L
k". �x ..:':
��' '3
s �1 ���.� f � i � � �_
Cti}fv7F'.-".f��i�`
Email: jerry.henderson@stabilewinn.com
Ft. Worth Concrete Plant
2014 Cip Street Reconstruction (Contract 1) 201400
Various Locations Fort Worth TX 76102
Escalation Date 1: Escalation Amount:
Escalation Date 2: Escalation Amount:
Escalation Date 3: Escalation Amount:
� to quote you the following; subject to the terms and conditions included.
Mix Descri tion Mix # Price
3000 PSI NR AIR 10J11524 $91.00
TOTAL ESTIMATED QUANTITY: 5,730 Cu Vds
PROJECT PRICING VALID UPOM ACCEPTANCE AND FIRM THRU 12/31/15
Energy Fee Load Applied To All Deliveries $25.00
Enviro.Charge Load Environmental Compliance Charge $0.00
Cementitious Sack Adj. 1/2 Sack $2.50
Cementitious Sack Adj. Full Sack $5.00
Fly Ash Material No Fly Ash Up-Charge $2.50
Admix Cyd Mid-Range Water Reducer $3.50
Admix Cyd Super P(High Range Water Reducer) $7.00
Fiber Cyd Fiber Mesh 150 (1 Lb Dosage Rate) $7.00
Fiber Cyd Fiber Mesh 300 (1.5 Lb Dosage Rate) $10.50
Accelerator Oz Site Set $0.08
Retarder Oz Site Fresh $0.20
Ice Cyd Temperature Control - 1 Bag $10.50
Ice Cyd Temperature Control - 2 Bags $21.00
Ice Cyd Temperature Control - 3 Bags $31.50
Min.Load Load Minimum Load Fee (<6 cyd) $100.00
Wash Out Fee Truck Color Wash Out Fee (per truck) $75.00
Eng.Fees Each Engineer Approval Stamp $100.00
The seller offers this Quotation for acceptance within 30 days, after which it is subject to confirmation.
This Quotation shall become a contract of sale when accepted by the buyer and approved by the seller's
credit department. Prices subject to applicable sales faxes. Deliveries are subject to availability of materials.
Date:
Name
Title:
Date: 9/3/2014
Name: Craig Janecka
Cell: (214) 862-4246
E-mail: cjanecl<aQus-concrete.com
STABILE & WINN, INC. Redi�Mix Concrete
331 N. Main Street N Euless, Texas 76039 �(817) 835-4058 Fax (817) 835-4044
�',� £3��rv�����.�. 33�� _ � _�. i"- � .� '�� e:
�+� ' �-�y �^ t-�
� �� � �...r t.� Ct'4� � . � uk G_ � �
._..___.._�..__ _�� C Ca ti�dl �' :''.6,..g�;:
'I'crms and Conditions
�. Ouote Effeclireuess. 7'his quotation is effective Ibr thiny (30) days fran die stateA date, wiless estended in wri�ing by Supplier, If an cfCective quotation is duly signeJ by Customer's nnd Supplier's
authorized representatives, and Customer has 6een npproved by Supplier's credit department, ihen this quotation, and all of tlie terms nnd conditions herein set fonh with no changes or ndditions, shall (i)
constiwte a contract (collectively referred to as this "ContrncC') and be binding on Supplier and Customer; and (ii) take the placc of and preclude and exclude any terms and cmiditions set Tonh by the Customer
on any of the Customer's orders, bills, instructions or any other written instruments of any kind.
2, Yrices.
a. Prices stated herein are for deliveries m�de Monday through Priday (holidays escepted), during standarJ hours of operation, and deliveries made outside ofthese dates and times are sublect to additional charges.
Prices and qu�ntities fbr concrete are based on the volume of concrcte in a plastic and unhardened state at the time of discharge from the delivep� tnmk. All quantities of the products, materials and sappiics
listed on the reverse side (the'7'roducts") mentioned in this contract are the fi�ll amounts estim�ted to be required for the job. If Supplier is not the original and sole supplier for the Products to the project
referenced on the reverse side, Supplier reserves the right to renegotinte alI prices, tenns and conditions. Supplier will fumish brands of ccment and lypes of aggregate at its own discretiou, and any deviation
from this policy requested by Ihe Customcr and which results in increased costs shal� be added to the hereiu quoted prices.
b. Stated prices may be su�lect lo n Iuei sureharge.
3. P�rvmen� "i'erms: 'P�ixes. Unless othenvise stated io this Contract, Customer shall pay to Supplier all amounts due under t6is Contrnct regarding the snle nnd delivery of the Prodi�cts, including Alt taxes
npplicable to the sale and delivery of such Produc�s, within 30 dtrys ofthe delivery date; provided, however, in the event Customer eredit has not been established, or has been rejected, Customer wiil be required
ro pa}' the full ;miount due under this Contract in cash upou delivep�. Ali s�ich nmuunts not pnid within �0 days of delivery will bear interest up to the maximum rate allowable bY �pplicable law. Customer
�+grees to pay all collection costs, including attomel''s Cees, sheriff s lees and court costs, incurred by Supplier in wnnecuon with any attemp[ by Supplier to collect nny nmounts due under this ContracL Ail
pnyments shal� (irst be applied to unpaid fmance charges �vith the b�lnnce being applied to unpniA principal debt. Customer sh�ll pay to Supplier a retumed check fee in the amount of 530.00 ('or each of
Suppiier's checks dishonored ibr any reason. However, if;it any time iii the sole opinion of Supplier, the financial responsibili�y of the Customer becomes impaired or unsatisfactop�, Supplier reserves die right
to require payment in ndvance or other security for delivery under this Contrnct, and pnyment (or aIl Products shipped under this Cuntrnct becomes due and pnyable invnediately. No monies due Cuslomer under
the work (or which these products ere being supplied shall be assigned to any person, ca�cem, or entity without the prior written consent of Supplier.
4. lleliven�-
n. ]t is agreed that Suppiier is ro deliver Ihe materials and supplies only to the curb or public street line to which the relevant lot adjoins. if Customer, or an empioyee, agent or convnctor of Customer (n
"Representative") requests delivery of said matcrials and supplies beyond the curb or public street on and over private property, such service is additionai service preformed by Supplier for the Customer, and
Customer (i) shall maintain, or cause ro be maintained safe, sui[able and sufTicient means of nccess for Suppiier's IrucAs at the requested and directed points of discharge in order to safely discharge the ordered
product(s); and (ii) as consideration for Ihe additional services, hereby releases, indemnifies, and holds harmless Supplier and its Representatives Gom and against auy nnd alI liability Cor damages ro such third
party's property which may result from the ntovement of Supplier's delivery trucks over sidewalks, driveways or any part of [he third perty's premises. Itivrecker service is necessnry, all such cosls shall be the
responsibility of the Custonter, Supplier reserves the right to refuse to make deliveries �vhen it believes delivery would be unsafc or impractical due to road or site conditions, e�isting or threatened slrikes,
lockout, boycott, or other labor disputes.
b, Customer agrees lo pay any and all costs for repairs, necessitated by dnmage to Supplier's tmcks and/or equipment resulting from any cause whatever during tlie process ofdeiivery on the job site or unloading
on the job sice, other than negligence on the pan of Supplier's emp�oyee or mechanical Tailure of Suppiier's trucks and/or equipment.
c Unless othenvise stated in this Contract, or in an T[tached schedule oF Cees, Cus�omer shnll pay to Supplier, in xddition to aIl other amounts, at Supplier's prevailing hourly delivery rate as caiculated in
one-quarter hour intervais, for all (i) waiting time caused by the Customer's delaying and/or 6olding the departure of Supplier's delivery trvcks at the plant nnd/ordelaying and/or holding discharge upon arrival
at the delivery location, and (ii) unloading time in excess oCeight minutes per yard.
d. Customer is responsible for obtaining any and xll required permits.
e. Customer shell notify Supplier no later thnn I2:00 noon, Ihe day before the Product(s) ere required. AII deliveries will be made to the best of Supplier's ability and dispatch. Supplier shn1l not 6e liable for any
delivery delays due to job conditions or delays incident to the nature of this type of constmction.
C All deliveries are contingent upon material evailability.
g. Deliveries shall be made only to locations where Supplier's equipment can maneuver under its own power.
5. Nnn•antr: Lidenmitv.
a. EXCEPT AS OTHERN'ISE STATED [N THIS SECTION 3, SUPPLIER WARRANTS THAT THE PRODUCT(5) SOLD PURSUANT HERETO SHALL CON�ORM WITH THE PRECISE
DESCRIPTION OF THE PRODUCT(S) THAT APPEARS ON THE FACE OP THE DELIVERl' TICKET WI-�N TESTED AND SAMPLED IN ACCORDANCE \V11'H SECTION 3.6. HEREOA
SUPPLIER HEREBY EXPRESSLY DISCLAIMS AM' AND ALL OTHER WARRANTIES, WHETE�R E.YPRESS OR IMl'LIED IN NATURE, INCLUDING BUT NOT LIMITED TO AM'
WARRANTI' OR MERCHANT'ABILITY AND/OR FITNESS rOR A PARTICULAR PURPOSE UNDER THE UMFORM COMMERCIAL CODE.
b. Concrete shall be tested in accordance with ASTM standards at a qualified testing laboratory, and conformance with the above warranty shall be determined on tlie basis oPd�e ASTM standards. Tes6ng samples
shall be taken at Supplier's plant which is producing the conerete or from Ihe delivery wck at the point of discharge (without the addition of any water to the mix Pollowing delivery) in the presence of an
authorized representative of Suppiier.
c. With respect ro ready-mixed concrece, Supplier shall not be liable, pursuant to a breach of the above warranty, or olhenvise, for any liabilities, damages or other claims whatsoever resulting from: (i) the
deviation from applicable ACI standnrds for piaeement, finishing, protection and curing, jointing techniques, or eny other facmrs beyond Supplier's controi; (ii) any alteration of tl�e concrete by the addition of
any materials (including, without Iimitation, water, additives, chemicals, etc.) other [han those provided by and/or approved by Supplier, (iii) any concrete mia desi�;ns provided by Cusromer or its
Representatives, unless such mix design is tested and ceni6ed by Supplier, (iv) any color variations due to admixmres that are requested by the Customer to be added to the concrete mix; (v) any concrete which
is held in the truck at the job site for more than 30 minutes after normal mixing time; or (vi) use of concrete for a purpose other than for use in the work mentioned in this Contract. ]f any Products are used for
any other work, or ere re-sold for use in any other work, or disposed for any other purposes, Supplier shali not be lieble for any damages whatsoever, and Supplier ina>' immediately terminate this contract.
d. Customer shali indemnify, defend and save harmless Supplier, its o�cers, agents and employees, Gom all claims, damages, Iiabiiity, actions, loss, costs, and expenses, including attomey's fees, arising out of
the use of the conerete, including, but not limited m, those asserted by the end user of this concrete, e�cept for the sole negligence or wi11fW miswnduct of Supplier.
Customer shall make aiiV claims for (i) shortage at the time of acWal discharge by so indicating such prolest upon the face of this delivery ticket; or (ii) the lack of product yield of the discharged concrete to
Supplier bV doing so in writing within forty-eight (48) hours of the time tlmt the conerete hns been discharged and accepted.
6. Limitnlion of Linbilih�.
a. SUPPI,tER SHALL NOT BE LIA6LE IN ANY EVENT OR FOR ANl' REASON, 1NCLUDING BREACH Or THIS CONTI2ACT, ETTIiER DtRECTLY OR INDIRECTLT, TO CUSTOMER
OR ANY THIRD PARTI' ROR ANY SPECIAL, [NDIRECP, INCIDENTAL, PUNITIVE, EXEMPLARY OR CONSEQUENTWL DAMAGES OR LOSS Or PR0�I1'S ARTStNG OUT OP TiIIS
CONTfL�CT, EVEN IP SUCH DAD1AGES \9ERE ROR�SEEABLE OR SUPPLIER HAS BEEN ADVISED OF THE POSSIBILITI' Or SUCH DAn1AGE5. IT IS EXPRESSL]' AGREED
THAT SUPPLIER SHALL NOT, UNDER ANY CIRCUNISTANCES, BE LIABLE TO ANY PARTI' FOR AN AMOUNT GREATER 7'HAN THE NET PURCHASE PRICE Or THE
PRODUCT.
b. In the event the product does not conform to the precise description set Eorth on the face of this delivery ticket, then Supplier shall, in its sole and absolute discretion, either replace such product with conforming
product, or refund the amount of the purchase price, or give a credit in n like amount [o the accowit of Ihe Customer widi no further liabiliry, including but not Iimited to any claims for damage or destniction to
other property that may be cnused by the remova� of the nonconfonning product, breach of contract, breach of warzanty or anY other damage, delay or penalty claims.
a Supplier, without prior notiflcation to the buyer, reserves the right to change or modify mix designs for any of its manufactared products. Customer acknowledges thTt changes to the mix designs may alter
weights, appearance and color. Raw materinl suppliers cannot guarantee the color consistency of a natoral product extracted from the earth. Supp�ier does not guarantee color uniformity or guarantee against
stains due to etilorescence or other reasons for any of the materials delivered.
7. Rorce nlnieure Neither pnrtl'shall be liable for failure or delay in perForming obligations set forth in this Contract, and neither party shaii be deemed in breach of its obligations, if s�ch failure or delay is due
to natural disasters, strike, lock-out, or oUier industrial or transportati0nel disturbances, law, regulation or ordinance, or any causes reasonably beyond the reasonable control of such pany.
8. Enlire AereemenL This Contract constitutes the entire agreement between the panies and supersedes any and aIl other agreements, either oral or writte� with respect to Ihe sublect matter hereo(.
9. Arbitr�tion; Governina La�r. The parties agree io 2ttempt, in good faid�, to msoive anY claims or disputes relating to this Contract promptly bY negotiation benveen an erecutive selected by each ofthe parties.
1(the executives fail to resolve d�e claim or dispute within thirty (30) days of 6rsl attempting to do so, then it shall be submitted to nnd setdcd by Final, binding and exciusive arbitrntion in Harris County, S�ate
of l'exas, wider Ihe Commercial Arbitration Rules of die American Arbitratimi Association then in effecL The laws of the State of9'exas shall govern wiH�out regard to its conflicts of law principles. The
prevailing party may enter any arbitral award or decision as a judgment in anV coun of competentjurisdiction nnd any such award or decision shali be enforceable by such court,'The nmrprevailing pany shall
bear the fees and expenses of the arbitrntor and the arbitration. NO ACTIOVS OR PROCEEDINGS, INCLUDING ARBITRATION, ARISING FROn�t TH1S CONTRAC7' MAl' BE BROUGHT t31'
CUSTOn1ER MORE THAN T�VO (2) YEARS AFTEI2 CUS'PObiER KNEW OF SHOULD HAVL KNOIVN Of THL CAUSE OF ACTIOn.
10. Assienment. Supplier has the right ro assign this Contract to anV of its affiliates. �Vith Supplier's prior written consent, Customer may assign this Contract to a subcontractor, provided, however, Uie assignment
bv Customer does not relieve C�stomer of the obtigation to purchase Ihe Yroducts.
1 l. Misceilnneous. Supplier is an independeot contractor of Customer, and nothing contained in this Contract is intended to create the relationship of principal aiid agent, panuers orjoinl venturers, or any other
fiduciary relationship behveen Supplicr and Customer, Supplier does not become a subcontractor within �he meaning of any laws, regulations, agreements, payments, or union contracts, but is only a seller of
materials. Compliance herewith shall not obiigate Supplier in any way to modify its personal policies or tenns of any union contracts to wliich it is or may becane n party. If any provision herein is held to be
illegal, invalid or m�enforceable under present or future laws, such provision shall be (utly severnble and Ihis Contract shal� be conslrued and enforced as if such provision had never been a pan hereot 'I�hc
Pailure of either party to enforce any provision of this Contract shnil not be consWed as n waiver or limitation of thnt party's right to subsequently enforce and compel strict compliance with every provision of
this Contract.
331 N. Main Street � Euless, Texas 76039 �(817) 835-4058 Fax (8r7) 835-4044
Quote: Q0000173075
READYMIX Tel:
Fax:
�
� � � � -a�,� �
Quotation
Quofe Number Quoted By Quote Date Expiration Date
Q0000173075 Kody I<ohl 9!4/2014 7/31/2015
Client Company All Bidders Project Name 2014 CIP - Contract 1
Customer Number Project Descripfion
Attention Ron Simons
Phone Number
Fax Number
Email Address
Streei Address Project Address 2014 CIP - Contract 1
Fort Worth, TX-Texas
5177. 5 SK 3000 PSI W/ASH I5 SK 3000 PSI W/ASH �5,364 �YD3 ��100.00
DE l�F"i-�
�E�
�f��� �
fnfmum Load: �Min load Charge <5 cy's @�100/Load (1 free
Escalator effective 8/1/15 and every 6 months theratter
SK Adiustmenis per CY
The following fnciusions apply to quote:
', • The prices quoted become eHective 9/4/2014 and subject to escalation as provided for in our Terms and Conditions oi Sales. Prices are valid untii 7/31/2015
• This quoiation is open for acceptance until 10/4/2014
• This q�otation supersedes all previous quotations for the producis, delivery points and project detailed above.
• Payment terms will be 30 DAYS NET. The seller reserves the right io apply a 1.5 % finance charge per month (annual rate 18 %) on unpaid balances outside terms as stated.
� Prices quoted are per plans and specifications (available at the time of quotation) of the above reierenced project, and all concrete referenced by the Quote is subject to
Lattimore Materials Corp. Warranty for Ready-Mix Concrete. Any variations are per Purchaser's request and shall be done in wriiing.
•If architecWral concrete, integral color concrete, exposed finish concrete, or any concrete where aesthetics are considered a prioriry for ihe design or project, that concrete is
subject to Lattimore Materials Corp. Warrenty for Ready-Mix Concrete, specifically Limitations 2& 3. Any variations, exclusions, or subjective assessments, shall be done in
writing and agreed to by Purchaser and Latiimore Maleriais Corp.
•Unless othenvise notified in writing by the Purchaser or as per available pians and specifications (at the times of this quotation), thai the mix designs should be designed for
' exposure to sulfate containing solutions, these mix designs DO NOT conform wilh AC1201 Tabie 2.3, ACI 318 Tabie 4.3.1, and ihe 2000 IBC Tabie 1904.3 for concrete
exposed to sulfate coniaining solutions.
•Unless specifically noted otherwise, this quote only applies to delivery during normal working hours, Monday through Friday 2AM to 3PM, provided there is enough volume to
warrant opening a pla�t, Sunday, holiday, and special hours delivery will be quoted as a surcharge(s) for plant opening and truck time, separateiy.
, � THE CONTACT PERSON IS Kody Kohl AND ANY QUERIES PEGARDING THE ABOVE SHOULD BE ADDRESSED TO HIM/HER AT OR ko�y.kohlC�aaateoate-us com.
ACCEPTANCE OF THIS QUOTATION: 1 certity by my signature thal I am an authorized representative o( the company named above and that I accept this quotation on
behalf ot the same company, including the prices, terms and conditions contained herein. This quotation is subject to all documented inclusions and to our Terms and
Conditions attached to this quotation which are also available on our website www.aggregate-us.com/terms.
Please return a signed copy of thls quofatlon by mall to the address below or by facslmlle before commencement o/ dellvery.
Name (Please Prinl) Signature
Date
Page 1
Service and Miscellaneous Fee Charges
Q�ote: Q0000173075
Standerd Tarms entl Conditions of Selo (Aggregale Industrlos Menagemont, Inc.)
These Standard Terms and Contlitions ('Terms'� govem all sales of pmducts and maturials (the `Products`)
by Aggregate �ndustiies or eny member, subsitliary oi allilia�o ol the Aggregalo Indusiries group of companies
("SelteP) to 6uyer �egardloss ol whe�her Buyer purchases lho Pwtlucts Ihrough Iho medium ol wdlten
purchase orders or eleclronic orders via EDI (colleclivoly, 'Purchase Orders'). Upon receipl by Buyer ol an
express acceplance by Seller or upon commancemeN ol podormance by Seller, theso Terms, the Purchase
Order, ns modified by Sellers acceptance or order acknovdetlgment, become a binding coNrecl be6veen
Buyer and Seller on tha terms rellected in Ibose documenls (lhe'Sales Agreement"). NoAvithslanding the
loregoing, Seliers acceplance ol any order is sWjecl lo Buyers assent to these Terms. �uyers assenl to
lhese Terms shall bo presumed Irom Buyer's recolpt ol5ellers Te�ms or Irom Buyets acceplanco ol all or
any part o� Ihe Products o�dered. No addilion or modilication ol Ihese lerms and condilions shall be binding
upon Seller unless agreed lo by Seller in writing. II a purchase order or olher correspondence or
documentation contalns terms or condilions conlrary to Ihe terms pntl wnUilions contained in Ihe Terms,
ouyer's acceplance o� any order shall not bo conslmed as asseN lo any odditional �orms ond conditions, nor
wil� that wnstitWe a waiver by Seller ol any ol Ihe Ierms and wndilions contained in Ih�so Terms. Any
addilional inconsis�enl or dilferent "Conditions of Pumhase" or Iho liko oi Buyer contained In Buyets purohaso
ortler or olher documon� submitled to Selier at any time, wholhor bofore or alter the date hareof, are hereby
exprossly re�ected by Seller.
2. Price
Tho price ol the Produc�s, us set lotlh in Ihe Purchase Order, does nol indudo sales, use, excise or any other
taxes or assessments ievied by any lederal, state, municipal or olhe� govemmenlal nulhorily, unless Seller
expressly egrees olherwise. In case of dispule boNieen verbal or laxed quotations and this wrilten quotalion,
Ihis quotalion shall 6e Ihe conlrolling document. 11 during Iho pedormance of Ihis coNrect, Ihe prke ol
materiels Increases, Ihrough no IaWI of Seller, the price ol Pmducts under this Sa�es Agreemenl shali be
equitabty adjusled by an amount reasonabty necessary to cover any such prico incroases. Such prico
increases shall ba documenled lhrough quotes, invoices, or receipls.
3. Payment
PaymeNs musl be made lo Seller in U.S. dollars within (30) days oi Buyefs receip! of !he Producls or invoice,
whichever is sooner. Payments not receivetl when dua will bear interesl at the lower oi 12 perceN per annum
or the maximum rete allowed by applicable lavr. Selier reserves the right to limit or cancei lhe credil ol Buyer,
and Seller may require or demand paymeN or adequale assurances ol pedormance Irom Buyer prior to laking
any preparalory sleps lor pertorming ihe Sales Agreemeni or beginning ihe manulacture of Ihe Producls.
Notwithstantling the foregoing payment terms, in Iho event o1 a conilict ar discrepancy botween the
payment terms set lorlh on a wrltten quolafion provided to Buyer and the terms set torth herein, ihe
payment terms Included on the writien quolalion shall control and govern.
4. Specifice�lons
Seller must manvlac�ure Ihe Products In substantial conbrmi�y with the drawings, data, Inslmclions, sampies
and specifica�ions, if any, that ere provided by Buyer in a timely fashion. All product antl producl-re�a�ed
speciffcalions are subjecl Io applicable Ireight classilicalion, Sellers cuslomary manufacluring processes and
industry courses of dealing and usages of trade.
5. Shipment
Seller musl deliver Ihe Pmducts FOB Sellers manulacWring lacility. Buyer musl pay all transpotlation cosis oi
Ihe Producls. Selier may meke partial shipmeNs at Sellets sole discretion. Seller must endeavor to meet the
shipping dale specilied by Buyec If Seller is unable to meet Ihal date, Buyer has no clalm lor damages
resulline� Irom any such delay in delivery.
6. Title and Risk of Loss
7ille 10 the Products passes to Buyer when the Producls ara lully paid loc Seller is not responsible br
damage or loss in transil All risk of loss to the Producls passes to Buyer as Ihe Producis are Ioaded onto the
carrier. Buyer must obtain atlequate insurance to cover the Producls Irom the time dsk ol loss has passed
trom Seller.
8. Werranty
Seller warranls Ihat the Producls will meet 1he specifications. THE FOREGOW� NOTWITHSTANOWG,
SELLER IS NOT 11A0LE FOR NOflMAL MANUFACTURING DEFECTS OR FOR CUSTOMARY
VARIATIONS FflOM �UANTITIES OR SPECIFICATIONS. UNLESS EXPflESSLY STATED IN THE SALES
AGREEMENT, SELLER DISCLAIMS ALL REPRESENTATIONS AND WARRANTIES OF ANY KIND
(WHETHER ARISING BY IMPLICATION OR BV OPERATION OF lAW) WiTH RESPECT TO THE
PRODUCTS, INCLUDING, WITHOUT LIMITATION, ANY WARRANTIES OR PEPRESENTATIONS AS TO
MERCHANTABIUTY, FITNESS FOR PARTICULAR PURPOSE OR ANY OTHER MATTER. THIS SECTION
SURVIVES THE TEPMINATION OR CANCEILATION OF THE SALES AGREEMENT.
9. Conditions of Applicablllly or Werranty
Sellers warranty of any Product is of no eftect if (I) the Producl is not stored or hentlletl appropriately, �ii) Ihe
delect of the Product resNled Irom damages occurrinq ailer delivery ot Ihe Product, (iii) the de�ect ol �he
Product has no1 been reported lo Selier within Ihihy (30) days alter delivery, or (iv) Ihe delect should have
been discovered by Buyer in Buyer's inspection and It is not reported wilhin len (10) days ailer the ProducCs
arrival at Ihe deslinalion.
10. Detective Products
II a Producl does not coniorm to Ihe wa« anty in Section 8 and Ihe vrerranty is not exduded by Section 9, Ihen
Buyer musl promplly notity Seller. Upon receipl ol a claims repoA, Seller must either ask Buyer for a sample
ol lhe defeclive Product or schedule an inspection of the deleclive Pmducl. II Seller tleterminas Ihat 1he
Producl does noi comply wiih lire warranly provided in Seclion 6, then Seller mus� repair or teplace the
delective Produc� al no cost to Buyer. Excepl as provided In this Seclton 10, SUCH REPAIR OR
REPLACEMENT IS THE ONLY REMEDY OF BUYER FOR ANY �REACH OF THE WARRANTY PROVIDED
BY SEILER IN Section 8.
1 t. flelurns
No Producis may he returned to Seller wilhout providing prompt written notice ol Ihat intent and obtaining
Sellefs prior written conseN. Retumed Producis must be securely packed by Buyer to reach Seller without
tlamage. Buyer is responsible lor the cosls of retuming ihe Producls wi�hout being demaged
12. Liabilily Limilatlon
IN NO EVENT IS SELLER RESPONSIBLE TO BUYER FOR ANY INCIDENTAL, SPECIAL, E%EMPLAflY OR
CONSEOUENT�AI DAMAGES, INCLUDING, BUT NOT LIMITED TO, ALL DIRECT AND INDIRECT IOST
PROfITS, REGARDLESS OF WHETHER 7HOSE D�MAGES WERE FORESEEA�LE. Nothing in lhis
quolation shall create any righ6 cause ol ac�ion or cleim oi, lor, or on behalf of the Buyer, its, heirs,
successors, or assigns, or any third pany under any Iheory, whether in coNreel, tort, �egligence, sirict liabilily
or olhenvise, other lhan Ihe rights expressly set fonh and crealed herein; this quotation does not modity or
ezlend any olher express or implied warreNies Ihat may exist by and between Seller end Buyer, or any
limitations of those warranties that may exisl: Ihis quolatbn does not give Ihe Buyer any rights to claim any
tlirect or indirecl damages ol any naWre, including bm nol limited to any incidenlal or consequential damages
Iha1 may aiise ou10l Ihe use of any of the gootls tlescribed herein in Ihis quolalion or any paris Ihereof, or any
Prodoct replacemenl provided by Seller, as part ol Ihe consideralion lot the goods, the Buyer a9rees not to
sue Seller in respecl oi this quolation or Ihe Pmducis described herein �unless Seller has breached ono ol lhe
tluties expressly crealed hereunder), and lhe Buyer further agrees to indemnify Seller from any and all claims,
costs lees and oxpenses, induding reasonable altomeys' lees, Iha1 mey be required to 6e spenl incitlent to
any such claim by any party (unless Seller has breached one ot ihe dulies expressly crealed hereunder, antl
Ihen limi�ed only lo lhat claim alone).
13. Terminntlon
In lho eveot ol a breach by 8uyer, Selie� may lerminate Ihe Sales Agreument upon giving ten days' wrilten
notice ol termination. II lhe Sales Agroemenl is terminaled by Sollor because ol8uyets breach, Selleris
enUtlod to reasonoble relmbursement lor any labor, material or other expenses inwrred in connection with the
Sales AgreemeN, plus a reasonable amounllor overhead
74. Excusebla Doiays
Seller is not Ilablo or responsi6le lor deiay or lailure to pedorm eny ol Sellefs obli9ations under Ihe Sales
Agreemenl lo make delivery of Producis occasioned by (i) any cause boyond ils reasonable coNrol, including,
bul not limiled to, a labor dispule, industry dislurbance, lires, unusually severe wealher conditions,
eadhquakes, floods, declareJ or undeclared wor, epidemics, computor mallunctions, civil unrest, riots, lack of
supplies, delay in trensponallon, e�overnmenlal, regulalory oi legai action, acl of God, or (ii) by acls or
omisslons o� Buyer, including, but not limited lo, Buyer's lailuro to promptly comply wilh Ihe terms oi paymenl
under Iho Sales Agreement ('Excusable Delays'). The tlate of delivery must be extended br a periotl equal lo
the time lost by reason ol any ol Ihe Excusable Delays.
15. Intlemnllicalion
To tho maximum oxlent allowed by law, Buyer musl defend and indemNfy Seller and Its employees and
agenis egainst all sums, cosls, Iiabllilies, losses, obligatlons, suits, aclions, damages, penallies, lines, inlerest
and olher oxpenses (Including invesligalion expenses and attornays' feos) Ihat Seller may incur or be
obligated lo pay as a result ol (i) Buyors negligenco, use, ovmership, mainlenance, transler, lransportatlon or
disposat of Ihe P�oducls; (il) any iNringement or allegad iniringemenl ol Ihe induslrial and intellectual propeny
�ighis oi olhers arising Irom Buyers plans, specifications (including Buyefs Vademarks and brand nnmes) or
production of Iho Producis ortlerad by Buyer, (iil) BuyeYs violation oralloged violalion ol any lederal, slate,
counry or loca� laws or regulatlon, including without limitalion, tho laws und regulations 9oveminc� product
salery, labolinc�, packaging nnd labor praclicos; and (iv) Ouyets breach ol Ihe Saies Agreem�nl.
i6. Entire Agreemenl
The Sa�es AgreemeM comprises the complele and final agreement between Seller and Buyer and supersedes
all prior negolialions, proposals, representalions, commilmeMs, underslandings or agreoments belweon Seller
and Buyer, eilher writlen or oral, on its subjecL No olher a9reemenl, quotalion or acknowledgment In any way
purporling to modiy any ol the terms ol lhe Sales Agreement is birxiing upon Seller unless made in wri�ing
and signed by Sellefs aulhorized agem. The Sales Agreemenl may nol be ailered or modilied except by
wrilten agreement ol Seller and Buyec Any oiher representalions or warrenties made by any person, i�luding
empioyees or other agents ol Seller, Ihat are Inconsistent vdth Ihe Sales Agreement must be disregarded by
Buyer and are rwt binding upon Seller. II eny model or sample were shown to Buyer, such model or sample
vres used merely to ilWsirate Ihe generai type and quality ol goods and nol to represenl that the Products
vrould necessarily conlwm to Ihe model or semple.
17. Successors and Assigns
The Saies Agreemenl binds and iwres 10 ihe benelit of Buyer and Seller and Iheir respeclive successors and
permilted assigns. The Buyer mey not assign any interest In, nor delegate any obligalion under the Sales
Agreement, without Sellers prior written consent.
18. Governing Law
The velidity, consimc�ion and pedormance oi the Sales Agreemenl is govemed by, and musl be cons�rued in
accordance wilh, the law of ihe state of Ihe trensac�ion's polnl of sale (the "Governing Stale"), wi�hout regard
to its conllicts ol law provisions.
19. Dispute Resolution
Any dispule in conneclion wilh Ihe Sales Agreement must be resolved ihrough binding ar6itration In the
Goveming State, pursuant to the commercial arbitrafion m�es oI lhe American Arbilration Assodatioa The
resul�s of any arbilration wiil be linal and noo-appealable. The ioregoing notwithstanding, Seller reserves the
righl lo invoke Ihe jurisdiclion of any competenl couh to remedy or prevent violalion of any provision ol the
Sales Agreemem.
20, Jurisdiction end Venue
�uyer Irrevocably submits and agrees ro the jurisdiclion of the slate and tederal couns in which the point of
sale occurred. Any action, suil or proceeding related to, or in conneclion with, the Sales Aqreement and, to the
extent permitted by applicable law, Buyer waives and agrees not to assert as a tlelense In any such aclion,
suil or proteeding any claim �i) that Buyer is nol personally subject to the jurisdiction ol the slate and (ederal
couris in the Caoverning Slate (II) thal the venue of the action, suit or proceeding is improper, (iii) ihal the
aclion, suit or proceeding is brought in an Inconvenient lorum; or (iv) Ihal the subject matter ot the Sa�es
pgreement may �01 be enbrced in or by the state or lederal coutls of Ihe Goveming Slate. Without prejudice
to any o�her mode of service, Buyer consents to service of process relaling to any such prceeedings by
personal or prepaid mailing (air mail if inlemational) in registered or certilied lorm e copy of the process to Ihe
Buyer at the address se1 IoAh in Section 23.
21. Waiver
The waiver by Seller ot any bteach by Buyer ol any provision of the Sales Agreement may not be conslrued �o
6e either a waiver ol lhe provision itsell as lo subsequen� application or any other provision ol the Sales
Agreemenl.
22. Severabiiiry
II any pwvision of the Sales Agreement Is held by a court of compelent jurisdiclion to be conlrary to law or
public policy, the remaining provislons ol the Sales AgreemeN remain in full lorce and eflect.
23. Notices
No notice or olher communication under Ihe Sales Agreemenl Is suliicient to alfect any rights, remetlies or
obligatlons nl either patly unless the notice or communication is in writinq and (as elected by Ihe patly giving
tha notice) Is (I) personally delivered, (ii) transmilled by lacsimile (with a receipt acknovrledgmenl), (iii)
transmitted by electronic computer mali, (iv) transmilted by a recognized courier service, or (v) meiled (air mail
il intemational) in registered or certified lorm, to Ihe party to which nolice or communication is being given at
thefollowing adtlress:
(a) If to Seller, at address designated on the face ol the Pumhase Order, ATTN: SALES DEPARTMENT
(b) il to Buyer, at ils address designated on Ihe lace of Ihe Purchase Order.
Ezcepl as olheiwise spocilied in the Seles AgreemenL all notices or communications are deemed to have
6een duly given (i) on Ihe date ol receipt if delivered personaliy, (il) on Ihe dete of Iransmission If deiNered by
facsimile, (iii) on the date oi Irnnsmission il Iransmilled by eiectron� compuler mei�, (iv) one day afler pickup
by courier i( delivered by courier, or (v) live days alter mailing il delivered by the poslal service. Eilher parry
may change i1s address by notice to the olher party.
24. Construction
The headings of Ihe Seclions In ihese Terms are piovided lor convenience only and may not be considered in
the iNerpretetio� ol the Sales Agreemem. The parlies ag�ee Ihal the provisions oi the Sales Agreement may
nol be wnstmed in lavor of or agalnst either pnrty by reason ol the extent lo which a periy or Ils prolessional
ativisors participated in the preparalion ol the Sales AgreemeN.
25. Survivel
The lerms ol the Sales Agreement Ihat by their naWre are reasonably iMended by Ihe patlies to surviva ils
ezpiralion or eadier termination, including, but nol limited lo, Seclions �, 9, 10, i t, 12, 15, 16, and 19 and this
Section 25, survive the ezpiralion or lermination of Ihe Sales Agreement.
Page 2
� A��t�'�'�':
Aigos Ready Mix (South Ce►itc�al)
8500 Free�ort Plcw,y N. Ste 200
Irving, Texas 750G3
U.S.A.
Tel: (972) G21-0999
Fax:(972) 621-3351
FORMAL QUOTATIONFOR READYMIX CONCRETE
ITEM MATERIAL
PSI DESCRIPTION SACK W/C REQUIXLMENTS DESIGN# Price/C��bic Y�rrd x
1 3000 r�nt���or�< 5 TBD $96.00
2
3
4
5
6
7
$ NOTC DELO�V ADDGD RE�S
9
1�
1�
12
13
Id
IS
SIi0I2'1' [,OAll I�LI�; *"
rNvir�onn��LnT��i, rrL xxx
P'ULL SURCHARGE
C�N1I�,N'I' ADJLIS'I'��ILN'PS
HtiAT1NG
cooL�rvc
sLr rro•rc:s
PGR LOAD
PER I,OAD
PGR SelC1C
PGIt CU. YU.
P�R CU.1'D.
�10.00
$io.00
$5.00
$8A0
�15.00
�o'rt;s: TERMS OF SAL�� Net IOth proa of the month foltowmg mvo►ce.
Customer accepts li�bility and rislc for any clelivery ticicet not signed upon recei�t.
A signed purchase order or quotation must be received to indicate acceptance Uefore concrete can be delrvered.
''�Above prices do not include applicable taxes
**Argos will honor one parti�l (tag) lo�d per 10 cu. yd. order or greater without a short load charge.
However, each additional p�rtial load less th�n 6 cu. yds, will include a haul fee, reflected above, per load. This w�ll
' also be the c�se for orders that do not total at least 6 cu, yds.
rY* Argos will ch�rge an environmental fee of $10A0 per loacl regardless of load size.
Argos designs its conerete to meet ASTM standlyds. Therefore, we require that test specimens talcen by or for the
' contractor meet ASTM standarcls as well.
F'or quality assurance, concrete requiring 5000 psi or greater will be batched at a minimum of 3 cubic yards.
Accepted for:
B�,•
Date:
Tltis qatotatio�i is vtrlitl af��! re�nai�zs open for• acceptmace cu2til tlrrte slaojvri: 10/4/2014
Upo�7 acceptance of tlae pf�oject r�uoted above-
Pi�ices will Ge hel�l until the follotving rlate sliotivtz: 9/1/2015 T/ze�z increase: �3.00
The zncrease price is to Ge /aeld until tlate s�town: Eve►;y 12 Months Then increase: �3.00
Sept 2015
To: Stabile &Winn,lnc
Attn: Jerry Henderson
Phone: 817-847-2086
Fax: 817-847-2098
� ,,/"—`i
���� �� �4��������
PO Box 162327
Fort Worth, TX 7616
From: Cowtown Redi Mix Max Ulrich 817-454-2371
RE: Concrete Prices2014 CIP Contract 1 ft wrth texas
Cowtown Redi-Mix Concrete, a HUB Certified, D/M/WBE Company, is pleased to quote prices on ready
mix concrete proposed for use in your business. Pricing is as follows:
♦ 5 sack 3000 psi with 20% ash = $93.00/cu yd
♦ 5.5 sack 3600 psi with 20% ash= $95.50/cu yd.
♦ .
♦ 6 sack 4500 psi with 20% ash = $98.00/ cu yd
♦ Flow fill $76.00
� 22� $80.00
♦ .
♦ $ 20.00 environmental fee per truck
♦ $10.00 fuel surcharge fee per truck.
Pricing is firm until August 1 st 2015, at which time $5.00 per yard will be added and every six months from
then until job is complete if material costs rise.
Added Value Products:
➢ Ice for cooling $28.00/cu yd.
➢ Accelerator (non chioride) $12.00icu yd.
➢ Fiber mesh $6.00/cu yd.
➢ Calcium 1% $3.00/cu yd.
The above pricing is based on the following:
❑ The sale of all items quoted in project quantity.
❑ Deliver on Saturday is dependent upon available driver hours and start time of no later
than 7:00 am.
After your review, if there are any questions or additional information needed, please feel free to cali me at
any time. You can also find us on the web at www.cowtownredimix.com.
5incerely,
Max Ulrich
817-454-2371
Please sign and return no later than 30 days after review in order to hold price.
i Sign
Date
PO Box 162327 817-759-1919
Fort Worth, Texas 76161 Fax 817-759-1716
M��'�69� IVl�il�'�� NI�'��6"I�IS , - CUSTOMER SOLUTIONS CENTER
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1805 L Don Dodson, Bedford, Texas 76021
martinmarietta.com
DATE: September 4, 2014
READY MIX CONCRETE SALES QU07ATION
Job: #02353; CIP Street Reconst, Contract 1
Location: Fort Worth
Bid Date: 09/04/14
We are pleased to quote the ready mixed concrete on the above referenced project.
5.0 Sack / 3000 PSI
PE Engineer approved stamped submittals fee is $100.00
$105.00 / CY
*NOTE--Hot water quoted upon request and plant availability
** When placing an order, it is the contractor's responsibility to specify temperature control and requires a
minimum of 24 hour notice - see pricing below
SEE PRICING BELOW FOR TEMP CONTROL
Night Opening Fee is $2000 and will be charged on deliveries from 6:00 PM to 3:00 AM
Saturday pours based on available DOT hours and minimum of 200 cubic yards
Sunday pours are not available
Testing on all concrete and/or constituent materials (aggregate and sand) is the contractor's responsibility and will
be provided and paid for by Contractor.
6�ecycle pans for concrete wash out - Please confact your sales representative for pricing and terms,
All prices will escalate $5.00 per cubic yard on December 1, 2015 and expire on March 1, 2016 or upon job
completion whichever occurs first, after which time seller will have no obligation for ready mixed concrete on the
above project. Prices subject to conditions outlined on the attached Exhibit "A" and Allocation Provisions with
acceptance of a mutually agreeable schedule. Above prices are subject to negotiations between Martin Marietta
and successful low bidder on or before November 4, 2014.
We appreciate the opportunity to submit this quotation.
By: Jim Borders Title: Sr. Contract Sales By: Eric Feleciano Title: Sr. Contract Sales
972-647-3997 Highway / Civil 972-647-3341 Highway 1 Civil
Standard Fee Price
Service Fee $ 30.00 / Load
Mlartin Marietta Materiais �
, �. " .�
�- ..�. .�r
CONDITIONS OF SALE
ACCEPTANCE: Seller's quofation and offer contained herein shall be
deemed wilhdrawn and of no (uriher effect unless accepled by
Purchaser by signing and returning a copy hereof lo Seller within thirty
(30) days after Ihe date hereoL After such acceptance, all Purchase
Orders and/or olher documents or other instruclions from Purchaser
will be deemed subject lo aIl the terms and conditions set forth herein,
and no additional or inconsistent term conlained in any such Purchase
Order and/or olher document or instruclion (rom Purohaser shall be
given any el(ect unless agreed lo in wriling by Seller.
It Purchaser has nol signed and returned lo Seller a copy hereof as
aforesaid, Purchaser will conclusively be deemed lo have agreed lo all
the lerms and conditions set forlh herein by submitling lo Seller any
order, conlract, request or delivery instruclions for any materials
covered hereby or by accepting delivery o( such materials, and no
addilional or inconsistenl term conlained in any such order and/or
coNracl, request or instructions from Purchaser shall be given any
effecl unless agreed to in writing by Seller, provided, however, lhat
Seller, at ils sole oplion, may rejecl any order for materials covered
hereby where a copy hereof has nol been signed and retumed to
Seller wilhin the �ime provided herein.
LIMITATION OF DELIVERIES: Sellers obligalion lo deliver concrete
at prices quoted is limited lo deliveries on �he project specified wilhin
six (6) months after dale of quotalion, unless olherwise specified on
lhe front side IhereoL Seller may re(use to commence or conlinue
deliveries at prices quoted on projects nol started within a reasonable
lime or on projects not continuously prosecuted afler �he
commencement of deliveries.
DELIVERIES: M exlra drayage charge of �150.OD for Ioads ot
concrete containing 6 cubic yards or less. NI concrete ordered by
purchaser and delivered to the job, whefher used or not, wiil be billed
lo Purchaser. Prices and quanlities are based upon lhe wet voiume at
lhe time of discharge from delivery Irucks. Receipt and delivery tickets
shall be binding unless immediately disputed. The buyer is required to
provide an area suifable for wash down of Ihe lruck lo meet applicable
local, stale, and national environmental requiremenls.
TIME OF DE�IVERY: Unless othenvise specified, prices quoled are
based on delivery by lrucks to jobsite during normal working hours,
Monday through Friday. An additional charge may be made for
deliveries a(ler normal working hours. Purchaser is responsible for
giving Seiler reasonable and adequate notice for scheduling and
delivering concrele. Seiler will nol be expected to hoid lrucks and
equipment available for deliveries to Purchaser, and will not, without
reimbursemenl, hold plants ope� and equipment availabie for poors
for which adequate and reasonable notice has not been given. Seller
will not ho�or back charges for deiays in delivery due to inadequate
nofice by Purchaser or due lo underestimation ol quantities tor a pour.
POINT OF DELIVERY: Deliveries by trucks are dependenl upon
accessibilily to poini of delivery. Roadways shall be deemed
inaccessible if lrucks cannol proceed vrith Ihe full load (uniess part
loads are specifically ordered and agreed to by Seller) under its own
power wilhout damage to properly or equipment. In Ihe event
Purohaser ordered delivery beyond curb line, Seller shall not be Iiabie
for damage lo sidewalks, driveways, or other propeAy, and Purchaser
shall indemnity and hoid Seller harmless against any and all liabiliry,
loss and expense, iocurred as a resNl of such damages. AII deliveries
shall be made subjecl �o applicable reguialions governing the standard
operaling procedure of common carriers.
STANDBY: Prices quoled are based on prompt unloading of trucks.
Seller reserves the right lo make a slandby charge of $60.00 per hour
or fraction thereo( (or trucks held at the job more Ihan thirly (30)
minules. In case ot repeated delays in unloading, Seller reserves lhe
righl to disconlinue deliveries until conditions causing delay are
correcled.
TAXES: Any sales, processing or similar fax imposed by any
govemmental authority which is now or hereatler becomes applicable
lo deliveries by Seller shall be paid by Purchaser unless otherwise
provided by law in addition lo �he prices specified herein.
QUALITY AND TESTING: Seller warranls that all cementitious
malerials, aggregates and admixlures used by it in furnishing concrete
pursuant to lhis quotation shall con(orm lo current ASTM
specifications for cemenlilious matenals, aggregates and admixtures
of lhe type specified and that aIl ready-mixed concrete delivered to
Purchaser shall conform to applicable requiremenls o( currenl ASTM
Siandard C-94. Where quantity o( cemenlitious malerials is specified,
Seller warranis that the concrele delivered will conlain the specified
quantily of cementilious malerials of lhe type specifled wilhin accepted
lolerances for ready-mixed concrete. Where strength of concrele is
specifled and concrete is delivered by Seller, Seller warrants Ihal the
concrete furnished will meet or exceed the indicated design strength al
lhe designaled age when lesled in accordance wilh lhe applicable and
current ASTM Slandards C 31, C 39, C 78, C 172, C 2�33, applicabie
provisions of C 94, and evalualed in accordance with applicable
provisions of the ACI 318 Building Code. The addilion ot water to ihe
mix by Purchaser relieves Seller of any responsibility as to sirenglh of
concrete provided Ihe slump at time o( delivery is equal to or greater
ihan ihat specified. Where strength of concrele is designed in excess
of 4500 psi or a"High Eariy' concrete is required, the minimum batch
size shall be 3.0 cubic yards, for which lhe Purchaser is required to
pay.
SELLER MAKES NO OTHER WARRANTY, EXPRESSED OR
IMPLIED, OF MERCHANTABILITY OR FITNESS FOR ANY
PURPOSE OR OF FUTURE PERFORMANCE OR OF ANY OTHER
KIND. Sellers obligation under this warranty shall be Iimited to
replacement or allowance of credit for nonconforming materials as
provided herein.
DELAYS: Seller shall have no Iiability whalsoever to buyer or lo any
other person for delays in deliveries o( orders accepted hereunder
resulfing from fire, casualties, cafamities, strikes or other labor
dispules, war, insurrection, interruplion or shortage of ulility service or
materials, acfs or regulations of any governmental body or agency, or
resulling from condilions or events beyond lhe reasonable conirol of
seller. Should seller experience any delays or shortages of
transportation or materials, seller shall be permitted to allocate
deliveries among ils customers, but seller shall exercise due diligence
in assuring delivery hereunder.
LIA8ILITY OF SELLER: Seller shall not be liable for loss or damage
of any nature after delivery. Seller's only liability and obiigation with
respect to nonconforming (including defective) concrete shall be to
replace such nonconforming concrete at point ot delivery, or at Seliers
option, lo allow credit for such nonconforming conccete, provided that
Purchaser shall be deemed to have waived aIl rights or claims
hereunder with respect to nonconforming concrete nol reported to
Selter wilhin one (1) year after ihe time of delivery thereof to
Purchaser. Seller shall have no liabilily (or loss or damage in excess
of �he price received for nonconforming or defective concrete delivered
lo Purchaser or for Iosses or damages of any nature �includiiig
withou� limitation incidental or conseq�eniial damages) incurred
or suffered by Purchaser or any o(her person or enlity in repairing or
replacing defeclive concrele or occasioned by defeclive concrete, and
Seller shall have no o(her responsibilily, obiigafion or liability
whatsoever with respect 10 any concrete delivered hereunder whelher
predicated or alleged breach of conlract or negligence or olhenvise.
TERMS AND PAYMENT: Subject to Sellers's approval of Purchasers
credil, invoices will be due and Payable on Ihe lasl day of ihe monlh
following the monlh of shipment. If the invoice due dale falis on a
weekend or holiday, lhe payment will be due on Iast working day
preceding lhe weekend of holiday. Effective June t, 20D4, any account
�hat is delinquent will aulomaticaliy have all shipmenl of malerials
suspended until such time as Ihe delinquency is correcled or olher
arrangements have been made. Seller has the righi lo refuse to deliver
lo any Purchaser wilh unsatisfactory credil history or lo disconlinue
deliveries to any Purchaser with a pasl due account. All accounts
shall be payabie in Bed(ord, Tarrant County, Texas, and any past due
account shail bear interest at the rale ot 18 % per annum. In lhe evenl
�he colleclion of any unpaid balance is placed in Ihe hands o( the
Sellers altomey, Purchaser shall pay a reasonable atfomeys fee.
GOVERNMENT REGULATIONS: This quotalion is made subjecl to all
applicable governmenlal order, rules and regulalions and wilh respecl
to construcfion or the use o/ buiiding malerials.
NO VERBAL AGREEMENT: It is underslood ihat there are no verbal
agreemeNs or understandings which are not incorporaled herein.
f
tVBart�n ar�� a at�riais
EXHIBIT "A"
Anything herein to the contrary notwithstanding, Seller shall have no liability
whatsoever to buyer or to any other person for delays in deliveries of orders
accepted hereunder resulting from fire, casualties, calamities, strikes or other
labor disputes, war, insurrection, interruption or shortage of utility service or
materials, acts or regulations of any governmental body or agency, or resulting
from any other conditions or events beyond the reasonabie control of Selier.
Should Seller experience any delays or shortages of transportation of materials
beyond the Seller's control, Seller shall be permitted to allocate deliveries among
its customers, but Seller shall exercise due diligence in assuring delivery
hereunder.
Allocation Provisions
Not withstanding anything herein or in any appiicable Contract Document to the
contrary, Buyer agrees and acknowledges that if Seller's ability to timely deliver
the requested quantity of concrete, or portion thereof, under this Purchase Order
is made impracticable due to shortages in cement or other raw material(s), Seller
shall have the right to allocate its available concrete amongst all of its customers,
including Buyer and Seller itself, without being liable to Buyer for any claims,
damages or expenses (including attorneys' fees) arising from such untimely
performance.
DATE: 13-Aug-14
Class
00161100
00161100
00161100
00161100
00161100
00161100
00344104
00344104
00344104
00344104
00344104
00344104
00344104
00344104
00344104
00344104
00344104
00327200
00327200
00327200
00327200
00506512
00506512
00078103
00078103
00078103
00078103
00078103
00174100
00174100
00174100
00174100
00174100
00174100
00174100
00174100
00174100
00174100
00174100
00395300
00395300
00395300
00521101
00521101
00521101
00521101
00349903
00349903
00327300
00327300
00506300
00506300
00506300
00506300
00078205
00078205
00078205
00078205
00078205
00382603
00382603
00382603
00735903
00735903
FIRM
ASPHALT PAVING
ACU Construction, LLC
KDAT,LLC
MCB Concrete
R.D. Howard, LLC
Reno Construction
INLET CONSTRUCTION
Bradley Douglas Construction Services,LLC
Edwards Construction Group, LLC
F & F Concrete, LLC
Hayden Capital Corporation
J.E. Guzman Construction, Inc.
Klutz Construction, LLC
Laughley Bridge & Construction, Inc.
NTP Plumbing & Utilities Contractors, Inc.
P & E Contractors, Inc.
Rambo Contracting, Inc
CONCRETE, PRECAST
items Construction, Inc. 3900 German Pointer Way
Choctaw Erectors, Inc. 101 Josephine Lane
F & K Builders, Inc. 713 Rankin Drive
SIGNS (PROJECT, CONSTRUCTION, TRAFFIC)
Cowtown Traffic Control, Inc. 112 W. Jessamine Street
EROSION CONTROL SERVICES/DEVICES (includes Gabion Work)
Bradley Douglas Construction Services, LLC 5001 Brentwood Stair Road, Suite 106
C. Green Scaping , LP 240 I Handley Ederville Road
Environmental Safety Services, Inc 2652 FM 407, Suite 235
Rodriguez Concrete Construction 2636 IGrven Street
MASONRY, STONE SETTING AND RELATED WORK (i.e. Pavers)
A & A Construction Company 11271 Mosier Valley Road
A -Star Masonry and Stucco, LLC 11509 Seagoville Road
Artisian Masonry, Inc. 417 Gautney Road
8601 Fawn Hill Court
10136 Oakwood Drive
1611 Dowdy Ferry Road
6947 Deer Run Drive
2929 W. Kingsley Road
606 N. Main Street
2917 Hardrock Road
MBE Contractors Alphabetical SIC Listing
ADDRESS
3044 Old Denton Road, Suite 111-113
P.O. Box 200455
677 County Road 979
3863 South Freeway, Suite 102
2722 Hemphill Street
Clayton Masonry, Inc.
J & A Masonry, LLC
R & A Masonry, Inc.
RM Masonry & Stucco
Stone Tec, Inc.
Thomas Thomas & Sons, Inc.
Thousand Mile South Construction, Inc.
STRIPING/MARKERS
5001 Brentwood Stair Road, Suite 106
6609 Snapper Court
1222 Montclair Drive
5136 Vesta Fartey
8356 Lake Anna Drive
2525 W. Waggoman Street
1593 Hunterglenn Drive
5061 David Strickland Road, Suite 1
3939 Platinum Way
1201 S. Hurst Drive
Beyond Landscaping LLC 2517 Westwood, Suite 104
Innovative Striping Solutions 5716 Prescott Drive
AGGREGATE: SAND/GRAVEUDIRTITOPSOIL, ETC.
A.E.A. Transportation 2300 Valley View Lane, Suite 226
Earth Haulers, Inc. 11500 Mosier Valley Road
Larry Rambo Trucking 501 Allison Lane
BARRICADES, TRAFFIC CONES AND OTHER DEVICES
Cowtown Traffic Control, Inc. 112 W. Jessamine Street
CONCRTETEIMASONRY PRODUCTS (REDI-MIX OR BAGGED)
Cowtown Redi-Mix 3401 Bethlehem Ave.
ELECTRICAL AND WIRING SUPPLIES
Dot Communications & Electrical 1011 Oakmead Drive
Supply, Inc.
Duran Industries, Inc 1401 TI Boulevard, Suite K
SEEDING AND SODDING (Including Synthetic/Artificial Turf)
C. Green Scaping , LP
Combination Plus Brokers, Inc.
GrassPerfect Corporation
Hydrotech of Texas
MANHOLE MATERIALS
EJ Smith Supply Company, LLC
Lone Star Manhole & Structures, LLC
PORTABLE TOILET RENTAL
Bluebonnet Waste Control, Inc.
2401 Handley Ederville Road
1856 N. 1-35 E
4900 Wheelock Drive
2004 W. Sublett Road
828 Stella Avenue, Suite 102
P.O. Box 851611
1600 Singleton Blvd.
CITY ST ZIP PHONE FAX
Carrollton TX 75007 (214) 282-8987 (888) 599-8629
Arlington TX 76006 (469) 853-5038 (817) 548-1986
Royce City TX 75189 (972) 635-2629 (972) 635-2629
Fort Worth TX 76110 (817) 921-1401 (817) 921-2078
Fort Worth TX 76110 (817) 703-3299
Fort Worth TX 76112 (817) 429-2443 (817) 429-6062
Fort Worth TX 76135 (817) 237-3521 (817) 237-3521
Garland TX 75040 (972) 202-9202 (972) 840-9793
Fort Worth TX 76119 (817) 478-3765 (817) 561-2368
Dallas TX 75217 (214) 309-3955 (214) 309-3956
Fort Worth TX 76110 (817) 561-5591 (817) 483-2048
Aledo TX 76008 (817) 401-3306 (817) 341-1707
Fort Worth TX 76119 (817) 483-6200 (877) 478-2909
Dallas TX 75237 (972) 462-0386 (972) 462-0286
Burleson TX 76028 (817) 426-1166 (817) 426-2233
Fort Worth TX 76123 (817) 368-4245
Grand Prairie TX 75050 (972) 790-2255 (972) 790-2424
Bedford TX 76022 (214) 213-1955 (469) 327-2924
E-Mail 1
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Garland TX 75040 (972) 272-7200 (972) 272-3600
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Dallas TX 75217 (214) 398-5703 (214) 398-1525
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Garland TX 75041 (972) 278-4477 (972) 840-6148
Duncanville TX 75116 (214) 797-2036
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Mesquite TX 75150 (214) 497-2382 (214) 319-8505 shannon.moore(dbevondlandscaoino.net
Arlington TZ 76018 (817) 819-8625 chris(a)innovativestrioino.com
Irving TX 75062 (214) 535-5495 (469) 762-8063
Fort Worth TX 76040 (817) 540.2777 (817) 571-4321
Fort Worth TX 76140 (817) 821-3704 (817) 483-2820
Fort Worth TX 76110 (817) 924-4524 (817) 926-2725
Fort Worth TX 76111 (817) 759-1919 (817) 759-1716
Arlington TX 76011 (817) 633-4485 (817) 633-4486
Richardson TX 75081 (972) 238-7122 (972) 238-7123
Fort Worth TX 76118 (817) 577-9299 (817) 577-9331
Carrollton TX 75006 (972) 466-0410 (972) 245-2603
Fort Worth TX 76133 (817) 881-9784 (817) 361-8291
Arlington TX 76017 (817) 784-1881 (817) 692-7727
Dallas TX 75216 (972) 584-0525 (469) 718-3779
Mesquite TX 75185 (972) 840-2140 (972) 840-2144
Dallas TX 75212 (214) 748-5221 (214) 748-6886
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J
R.D. Howard, LLC
3863 South Freeway, Suite 102
Fort Worth, TX 76110
�, <<_
0016�1100
STABILE & WINN, INC. - MBE BID SOLICITATION:
PROJECTS BIDDING:
1. 2014 CIP Contract 1 Project#02353 Bids Sept. 4, 2014
Plans: City Hali 1000 Throckmorton, Fort Worth, Texas
On-Line http�//www fortworhtqov orq/puchasinq/ & clicking Buzzsaw link
Stabile & Winn's Office 301 Sansom, Saginaw, TX 76179
Please Contact our Office for Specific Scope of Work Items
Ali Subcontractors must have a Certificate of Insurance on File.
Ail bids quoted ONE WORK DAY PRIOR TO BID OPENING, NO LATER THAN
5:00 pm, otherwise bids are considered non-responsive
Questions/Comments call:
Jerry Henderson at 817-847-2086 or Fax 817-847-2098
Print Date: August 22, 2014
To � Sent
STABILE & WINN - E-MAI� CONFIRMATION
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Jerry Henderson
�iii
Jerry Henderson
Jerry Henderson
lerry Henderson
Jerry Henderson
lerry Henderson
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lerry Henderson
Jerry Henderson
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)erry Henderso�
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lerry Henderson
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Jerry Henderson
Jerry Henderson
Jerry Henderson
)erry Henderson
Jerry Henderson
Jerry Henderson
Jerry Henderson
Jerry Henderson
Jerry Henderson
Jerry Henderson
Jerry Henderson
lerry Henderson
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Page 1 of 2
STABILE & WINN - E-MAIL CONFIRMATION
Jerry Henderson 2 Page 2 of 2
i
STABILE & WINN, INC. - MBE BID SOLICITATION:
PROJECTS BIDDING:
1. 2014 CIP Contract 1 Project #02353 Bids: Sept. 4, 2014
Plans Available: City of Fort Worth City Hall 1000 Throckmorton, Fort Worth, Texas
On-Line http://www.fortworthqov.orq/purchasinq/ and clicking on Buzzsaw link
Stabile & Winn's Office 301 Sansom, Saginaw, Texas 76179
Please Contact our office for Specific Scope of Work Items
All Subcontractors must have a Certificate of Insurance on File.
All bids quoted ONE WORK DAY PRIOR TO BID OPENING, NO LATER THAN 5:00 pm,
otherwise bids are considered non-responsive
Questions/Comments call Jerry Henderson at 817-847-2086 or Fax 817-847-2098
Thank you:
Stabile & Winn, Inc.
P.O. Box 79380
Saginaw, Texas 76179
� . ,
STABILE & WINN, INC.
CONCRETE MATERIAL PRICING REQUEST
Project: 2014 CIP - Contract 1
' Location: Fort Worth,Texas
, Mapsco: See Attached Sheet
Bid Date: September 4, 2014
Bid Time: 1:30 PM
Project Length: 350 Calendar Days
/CY
5-SK 3,000 Flatwork 5,220.00 CY /CY
/CY
Fuel Surchar e /LD
Environmental Fee /LD
Sack Ad'ustment /SK
FLY ASH Allowed: Yes per City of Fort Worth
SPECIAL CONDITIONS
1 Prices quoted to be vaild throughout the term of the project. Stabile & Winn, Inc.
will not be responsible for any delays which are beyond our control such as
utility conflicts (franchise &/or City Owned), time associated with city award
process, etc.
2 Supplier will be bound to Stabile & Winn under the same contractural obligations
and limitations as Stabile & Winn is bound to owner in regards to price
adjustments.
3 Project Time stated above commences upon the start of the project, not from
the date of the quote.
STABILE & WINN, INC.
MATERIAL PRICING REQUEST: DELIVERED
Project: 2014 CIP - Contract 1
Location: Fort Worth,Texas
Mapsco: See Attached Sheet
Bid Date: September 4, 2014
Bid Time: 1:30 PM
Project Length: 350 Calendar Days
Sand Cushion 50.00 LDS /CY
Washed Rock TN /TN
Flex Base Non-S ec 510.00 TN /TN
Borrow LDS /CY
To soil 161.00 LDS /CY
SPECIAL CONDITIONS
1 All prices valid throughout the term of the project.
2 Prices includes all applicable deliver charges.
� � �� � �. �� r_;� �� �
lerry Henderson
From: Mail Delivery Subsystem <MAILER-DAEMON>
Sent: Friday, August 22, 2014 10:38 AM
To: jerry.henderson@stabilewinn.com
Subject: Returned mail: see transcript for details
Attachments: details.txt; Untitled attachment 01077.txt
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Returned mail: see transcript for details
details.txt; Untitled attachment 01042.txt
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i
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Asphalt Raker
Broom or Sweeper Operator
Concrete Finisher, Paving and Structures
Concrete Pavement Finishing Machine Operator
Concrete Saw Operator
Crane Operator, Hydraulic 80 tons or less
Crane Operator, Lattice Boom 80 Tons or Less
Crane Operator, Lattice Bqom Over 80 Tons
Crawler Tractor Operator
Electrician
Excavator Operator, 50,000 pounds or less
Excavator Operator, Over 50,000 pounds
Flagger
Form Builder/5etter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Operator, 3 CY or Less
Front End Loader Operator, Over 3 CY
Laborer, Common
laborer, Utility
Loader/Backhoe Operator
Mechanic
Milling Machine Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator, Rough
Off Road Hauler
Pavement Marking Machine Operator
Pipelayer
Reclaimer/Pulverizer Operator
Reinforcing Stee) Worker
Roller Operator, Asphalt
Roller Operator, Other
Scraper Operator
Servicer
Small Slipform Machine Operator
Spreader Box Operator
Truck Driver Lowboy-Float
Truck DriverTransit-Mix
Truck Driver, Single Axle
Truck Driver, Single or Tandem Axle Dump Truck
Truck Driver, Tandem Axle Tractor with Semi Trailer
Welder
Work Zone Barricade Servicer
15.32
13.99
12.69
11.74
14.12
16.05
14.48
18.12
17.27
20.52
14.07
19.80
17.19
16.99
10.06
13.84
13.16
17.99
21.07
13.69
14.72
10.72
12.32
15.18
17.68
14.32
17.19
16.02
12.25
13.63
13.24
11.01
16.18
13.08
11.51
12.96
14.58
15.96
14.73
16.24
14.14
12.31
12.62
12.86
14.84
11.68
CLASSIFICATION DESCRIPTION
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of Labor and current as of September 2013. The titles and descriptions for the
classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway,
Heavy, Utilities, and industrial Construction in Texas.
Page 1 of 1
Page 1 of 3
Item No. 13:
ROADBOND EN 1 SOIL STABILIZER
Description. Mix and compact Roadbond EN 1 add-mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add-mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracicing that is commonly associated with
cement treated material.
Hydranlic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600,
"HydraulicCement," at an application rate of 1,5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive stcength of the proposed materials in accordance with
Tex-120-E, Part I. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info e roadbondsoil.cotn.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be complete(y enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water truck. Apply Roadbond EN 1/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same worlcing day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artifcial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing. Before applying cement, sprinlcle the prepared roadway with diluted add-mixture
(Roadbond EN 1 or approved equal) until the desired quantity of diluted add-mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinkle the treated area with water until optimum moisture content is attained. Distribute the
2014 CIP STREET RECONSTRUCTION-CONTRACT 1
02353
Page 2 of 3
required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add-mixture (Roadbond EN 1 or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add-mixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add-mixture
'' Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved, Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add-mixture (Roadbond EN 1 or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by making successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add-mixture (Roadbond EN 1 or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non-slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add-mixture
Roadbond EN 1 or approved equal/cement.
Sprinlcle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part II. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super-elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re-compacting.
2014 CIP STREET RECONSTRUCTION-CONTRACT 1
02353
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-12Q-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specifed density and the failing test is no more than 3 lb. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, slcin, or tight-blade the surface of the add-
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than 1/4 in, in cross section and
1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points
below optirnum by sprinkling or by applying an asphalt material at the rate of 0,05 to 0.20 gallons
per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic, unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
2014 CIP STREET RECONSTRUCTION-CONTRACT 1
02353
Page I of 2
SPECIAL PROVISIONS
32 13 2Q — Concrete Driveways: Contractor shall bacicfill" around the driveway within five (5)
wor]<ing days from pouring the driveway; if the contractor fails to complete the bacicfill within five
(5) working days, a$100 dollars liquidated damage will be assessed per block per day. Backfilling is
considered subsidiary to this bid list item, just as excavating and preparing the subgrade.
32 13 20 — Sidewalks: Contractor shall backfill around the sidewalk within five (5) working days
from pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working
days, a$lOq dollars liquidated damage will be assessed per block per day. Backfilling is considered
subsidiary to this bid list item, just as excavating and preparing the subgrade.
' 32 13 20 — Ramps: Contractor shall backfll the wheelchair ramp within five (5) working days
from pouring the ramp; if the contractor fails to complete the backfill within five (S) working days, a
$100 dollais liquidated damage will be assessed per block per day. Backfilling is considered
subsidiary to this bid list item, per each ramp removed and/or installed.
32 16 13 — 7" Concrete Curb and 18" Gutters, D534: Contractor shall backfill behind the curb
within five (5) working days from the day of completing the curb and gutter, if the contractor fails
to complete the backfill within five (5) working days, a$100 dollars liquidated damage will be
assessed per block per day. Included and figured subsidiary to this bid list item will be the required
saw-cut excavation, into the street to aid in the construction of the curb and gutter, of a limit of nine
' inches (9") out from the gutter lip and backfill behind the curb. The contractor shall saw-cut the curb
and gutter and/or pavement prior to removal; with same day haul off of the removed material.
32 16 13 - Concrete Valley Gutters: Work shall be completed on each half within five (5) working
days; if the contractor fails to complete the work on each half within five (5) working days, a$100
dollars liquidated damage will be assessed per each half of the valley gutter per day, Asphalt
transition is considered subsidiary to the concrete valley gutter.
, 02 41 15 - Pulverization: Please refer to page 5, subsection H, line 39 and Section 32 11 33, page 6,
- for process description. This procedure shall be completed within 10 working days from the day of
completing "flat-work" on any street; if the contractor fails to complete the pulverization within the
10 days, a$100 dollars liquidated damage will be assessed per block per day.
02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days from the
day of completing "flat-work" on any street; if the contractor fails to complete the Wedge Milling /
2014 CIP STREET RECONSTRUCTION-CONTRACT 1
02353
Page 2 of 2
Surface Milling within the 10 days, a$100 dollars liquidated damage will be assessed per block per
day.
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33 OS 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) worlcing days from the day of completing the asphalt
overlay on any street and the street shall be open to traffic within 10 working days; if the contractor
fails to install the speed cushions within the 10 days, a$100 dollars liquidated damage will be
assessed per each appurtenance per day.
32 17 25 — Painting Curb Addresses: : Painting shall be completed within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the worl<
within the 10 days, a$100 dollars liquidated damage will be assessed per blocic per day.
32 92 13 — Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within the 10 days, a$100 dollars liquidated damage will be assessed per blocic per day.
32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall complete micro-cracking, priming and overlaying of the modified street within five (5) working
days from modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per blocic.
** Native soil can be used if it will sustain vegetation growth; otherwise, top soil must be used, if
needed, and shall be compacted and leveled to grade. Also, all removed flatworlc items shall be
replaced as soon as possible. Under no circumstances, except for situations and / or conditions
beyond your control, shall excavated areas remain open for more than three (3) working days.
2014 CIP STREET RECONSTRUCTION-CONTRACT 1
02353
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Contractor:
=Contractor's Name-
- Questions on this Project Call: -
(817) 392 - X)CKX
After Hours Call: (817) 392 - XX:XX
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH - PMS 288 - BLUE
LONGHORN LOGO - PMS 725 - BROWN
LETTERING - PMS 288 - BLUE
BACKGROUND - WH�TE
BORDER•BLUE
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NOTES:
IF APPLICABLE TO THE PROJECT,
CONTRACTOR SHALL OBTAIN VINYL
STICKER "CITY GA5 LEASE REVENUE
IN ACTION" / LOGO AT CDR SIGN AND
ENGRAVING, 6311 EAST LANCASTER
AVE (817-051-4684), PEEL AND PLACE
IN FUNDING SECTION.
PROJECT DESIGNATION SIGN
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXTS IN BLUE.
2. CHOOSE EITHER LIME (PER SECTION 32 11 29) OR CEMENT STABILIZATION (PER SECTION 32 11 33).
3. REMSE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN-
', IF CURB SP UT IS UMO, MAINTAIN CROSS SLOPE BASED ON CURB ON HI61 SIDE.
5, CONSIDER ROADWAY CROSS SLOPE AT INTERSECTION FOR ADA USERS; CROSS SLOPE D001G1 REQUIRED TO MEET FELD CONDITIONS.
6, DESIGNER TO DETERMINE LIMITS OF TOP SOIL PLACEMENT TO MEET SPECIFIC JOB CONDITIONS.
. .
-.-
—
STANDARD TA,MPED TOPSOIL
--.-
SIDEWALK P SECTION 6"
PER SEC110171- ' \
19 TANDARD 6" OR
32 13 20 4 .-.• FT. (MIN.)
Y•pro
32 91
CURB S T 24' GU ITER
7'
412(410') i PER 32 IS 13- D.S34
1--
COMPACTED
ACCEPTABLE
NATIVE BACKFILL
PER SECTION
31 24 00
- 12-
10
XX" ASPHALT
PA YEMEN T
TYPE 0
PER SECTION
32 12
6" CROWN
XX' ASPHALT
BASE TYPE 9
PER SECTION
52 12 16
- • • • --• --
6'
STANDARD 6- OR 7"
cuRE, SY 2 4" GUTTER
PER 32 18 3- D534
iko
FORT WORTH
PROPOSED X r: x XXX STABILIZED
SUBGRADE 51 XX U3S. /ST PER
CTION 32 11 20 OR 32 11 33
12"
•
TAMPED TOPSOIL
52 91 19
r PER Fr. (WN.) r STANDARD
SIDEWALK
32 13 20
PER SECTION
PER sEc-nom
40 (MAX.)
CITY OF FORT WORTH, TEXAS
RESIDENTIAL ASPHALT
STREET SECTION (L)
COMPACTF-D
ACCEPTABLE
NATIVE BACKFILL
PER SECTION
31 24 00
0.
5
OSSIL
1. SIDEWALK SLOPE SHALL BE Yi PER FOOT
(MAX) UNLESS DIRECTED OTHER VASE BY
THE ENGINEER.
REVISED: 08-31-12
32 12 16-D501
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE.
2. REVISE DETAIL AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN.
= PVMT.
THICKNESS
OR 6" MIN.
o"
#4 BARS
ASPHALT PAVEMENT
PER PAVING TYPICAL
SECTION
o.. v'..:. -`,Y :�e{..w-`Y•0`.. O. .'..�si-ram
( I f-1 I I
I_, II I I; ; IIIIIL 1.=ICI I I I, III=, I I I„II 1_, I I�
12"
COMPACTED SUBGRADE
PER SECTION 32 13 20
STABILIZED SUBGRADE
PER PAVING TYPICAL
SECTION
NOTES;
1. PLACE CONCRETE TYPE H PER SECTION 32 13 13.
2. PLACE EXPANSION JOINTS AT 200—FOOT INTERVALS AND AT INTERSEC110N RETURNS AND OTHER RIGID STRUCTURES.
3. PLACE TOOLED JOINTS AT 15—FOOT INTERVALS TO A DEPTH OF 1 X INCHES.
4. PLACE EXPANSION JOINTS AT ALL INTERSECTIONS WITH CONCRETE DRIVEWAYS.
5. MAKE EXPANSION JOINTS NO LESS THAN ) INCH IN THICKNESS, EXTENDING THE FULL DEPTH OF THE CONCRETE.
6. NEATLY TRIM ANY EXPANSION MATERIAL EXTENDING ABOVE THE FINISHED TO THE SURFACE OF THE FINISHED WORK.
7. PLACE LONGITUDINAL DOWELS ACROSS THE EXPANSION JOINTS.
8. INSTALL 3 NO. 4 ROUND, SMOOTH BARS, 24 INCHES IN LENGTH, FOR DOWELS AT EACH EXPANSION JOINT.
9. COAT 7¢ OF THE DOWEL WITH A BOND BREAKER AND TERMINATE WITH A DOWEL CAP THAT PROVIDES A MINIMUM OF
1 INCH FREE EXPANSION.
10. SUPPORT DOWELS BY AN APPROVED METHOD.
CITY OF FORT WORTH, TEXAS
CONCRETE EDGE/RETAINER
FOR ASPHALT PAVING
REVISED: 08-31-2012
32 13 13-D510
NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE.
2. SPECIFY CURB HEIGHT TO MATCH EXISTING CONDITION.
NOTES:
PROPOSED PAVEMENT PER
TYPICAL ROADWAY SECTION
OR PAVEMENT REPAIR DETAIL
GRADE PER
TYP SECTION
..•‘••:'-• • ¢ ' .4 . . •
...4.....,4';:, ...e.:.. ',,,,,.: .•.
.:1::,'..1•.°, :''''....*.e..`,•••'.., ,..
'. ; ..,, ' •
-.111=111—i t-
111=_:11 la-71 i,-741 H-T7;111-,-;-__17,14.--F-1-11111. 11=1 '1=7-- I I 1--1-.1t I
• I I-1 I
SEE NOTE 1
144."
co
cc <
oS2Z
= °
N
cc v)
0
- 6^ -
I I I
'. • 1-1 I =
I '
I 1-11 I
.2 _1
TAMPED TOPSOIL
PER SECTION
32 91 19
I t) 1
/,' ')
PROPOSED STEEL PER
TYPICAL ROADWAY
SECTION
1. CITY APPROVAL REQUIRED FOR USE OF CURB MULE
WITH DIMENSIONS THAT VARY FROM DETAIL.
2. MATCH STREET SAWED JOINTS FOR SAWED JOINTS IN
CURB.
FORT WORTH
PROPOSED SUBGRADE
PER TYPICAL ROADWAY
SECTION OR PAVEMENT
REPAIR DETAIL
— 12"
COMPACTED ACCEPTABLE
NATIVE BACKFILL PER
SECTION 31 24 00
MINIMUM EXCAVATION
OUTLINE FOR STREET
CONSTRUCTION
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
STANDARD MONOLITHIC CURB
32 13 13-D525
EXPANSION JOINT
(TYP.) /
SIDEWALK
WALKING
SURFACE
L
N 4
/
/
/
/
/
/
/ 10:1
MAX.
LANDING
(5' X 5' MIN.)
N O
N
SIDEWALK TRANSITION
(TYP.)
EXPANSION JOINT
(T .)
NX
N
SIDEWALK
• DETECTABLE WARNING
• SURFACE PER 32 13 20-0545
•
•
•
•
\
\ 10:1 •
•
MAX. •
•
CURB
TRANSITION
5'
MIN.
CURB
TRANSITION
UMITS OF PAYMENT
FOR RAMP
FACE OF CURB
FORTWORTH CITY OF FORT WORTH, TEXAS
TYPE M-1 MID -BLOCK RAMP (SIDEWALK
ADJACENT TO WALKING SURFACE)
REVISED: 08-31-2012
32 13 20-D537
EXPANSION JOINT
(TYP.)
SIDEWALK
N
N
LIMITS OF PAYMENT
FOR RAMP
6" CURB
(AS REQUIRED)
SIDEWALK TRANSITION
(TYR)
EXPANSION JOINT
(.)
LANDING
RAMP _ (5' X 5' MIN.) _ RAMP
12:1 MAX. 12:1 MAX.
20:1 MIN. 20:1 MIN.
Vi NV I w I
NON -WALKING Jr '1i J, 'j1'
SURFACE / Jr NI,
Ji Jr Jr 41,
DETECTABLE WARNING
SURFACE
PER 32 13 20-D545
5'
(MIN.)
-Jr
N Q
SIDEWALK
J. J, J. Jr
J, Jr
11Nt,J/ Jr
6" CURB
(AS REQUIRED)
FACE OF CURB
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
FORT WORTH
TYPE M-2 MID -BLOCK RAMP (SIDEWALK
ADJACENT TO NON -WALKING SURFACE) 32 13 20-D538
6" CURB
(AS REQUIRED)
EXPANSION JOINT
(TYP.)
SIDEWALK
LANDING
(5' X 5' MIN.)
RAMP
12:1 MAX.
20:1 MIN.
CURB
TRANSITION
NIX
4
`F 4
5'
MIN.
DETECTABLE WARNING
SURFACE
PER 32 13 20—D545
_ RAMP
12:1 MAX.
in 20:1 MIN.
CURB
TRANSITION
SIDEWALK TRANSITION
(TYP.)
EXPANSION JOINT
(TYP.)
b\ ¢ SIDEWALK
N
FACE OF CURB
LIMITS OF PAYMENT
FOR RAMP
CITY OF FORT WORTH, TEXAS
TYPE M-3 MID -BLOCK RAMP
(SIDEWALK ADJACENT TO CURB)
REVISED: 08-31-2012
32 13 20-D539
SIDEWALK
TRANSITION
(TYP.)
EXPANSION JOINT
(TYP.)
6" CURB
(AS REQUIRED)
DETECTABLE WARNING SURFACE
PER 32 13 20—D545
NOTE:
1. IF THE DISTANCE FROM THE END
OF THE RAMP TO THE BACK OF
CURB IS GREA!EH THAN 5 FEET,
DETECTABLE WARNING SURFACE
SHALL BE PLACED ON THE LOWER
LANDING AT THE BACK OF CURB
AND RUN THE ENTIRE LENGTH OF
THE OPENING. SLOPE TO BE 2%
MAX. IN ALL DIRECTIONS.
SEE NOTE 1
FORT WORTH
TYPE P-1 PERPENDICULAR CURB RAMP
4' MIN.
J
Lai
C)
2%
MAX.
LANDING
(5' X 5' MIN.)
5' MIN.
RAMP
WIDTH
NON WALKING
SURFACE
6" CURB
FACE OF
CURB
LIMITS OF PAYMENT
FOR RAMP
7
i 1' RADIUS
i
/ DETECTABLE WARNING
j SURFACE OPTIONAL LOCATION
(SEE NOTE 1)
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
32 13 20-D540
EXPANSION JOINT
(TW )
6" CURB
(AS REQUIRED)
DETECTABLE WARNING SURFACE
PER 32 13 20—D545
NOTE:
1. IF THE DISTANCE FROM THE END
OF THE RAMP TO THE BACK OF
CURB IS GREA ILK THAN 5 FEET,
DETECTABLE WARNING SURFACE
SHALL BE PLACED ON THE LOWER
LANDING AT THE BACK OF CURB
AND RUN THE ENTIRE LENGTH OF
THE OPENING. SLOPE TO BE 2%
MAX. IN ALL DIRECTIONS.
FORT WORT
0
w
5' MIN.
J
0
2%
MAX.
LANDING
(5' X 5' MIN.)
d
7
cr
Q
N O
N
5' MIN.
RAMP
WIDTH
i"
FACE OF CURB
m
0
U
TRANSITION
I '
UMITS OF PAYMENT
FOR RAMP
DETECTABLE WARNING
SURFACE OPTIONAL LOCATION
(SEE NOTE 1)
CITY OF FORT WORTH, TEXAS
TYPE P-2 PARALLEL CURB RAMP
(SIDEWALK ADJACENT TO CURB)
REVISED: 08-31-2012
32 13 20-D541
CROSSWALK
DETECTABLE WARNING
SURFACE (TYP.)
PER 32 13 20-D545
LANDING
(5' X 5' MIN.)
//
Wy
/ cV O
/
/
/
/ 10:1
/ MAX.
•
. + 4. 44, a •
/-- FACE OF CURB
UMITS OF PAYMENT
FOR RAMP
CURB
TRANSITION
FQORTH
5'
MIN.
CURB
TRANSITION
FACE OF CURB
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
TYPE C-1 MEDIAN OR ISLAND RAMP
32 13 20-D542
LANDING
DETECTABLE
WARNING SURFACE
00000000000
Z 00000000000
N 00000000000
00000000000
00000000000
DETAIL "A"
TYPICAL PLACEMENT OF DETECTABLE FACE OF CURB
WARNING SURFACE ON SLOPING RAMP RUN
DETECTABLE WARNING PAVERS
WITH TRUNCATED DOMES
1" MORTAR BED
COMPACTED
SUBGRADE
#4 REBAR AT 18" O.C.
(MAX.) BOTH WAYS
SECTION VIEW
PREFABRICATED DETECTABLE WARNING
PANEL WITH TRUNCATED DOMES
#4 REBAR AT 18" O.C.
(MAX.) BOTH WAYS
illJlElhil
MINIMUM 5" DEPTH
(EXCLUSIVE OF DETECTABLE
WARNING MATERIAL)
CLASS A CONCRETE (SHALL CONFORM
TO SECTION 03 30 00 OF THE STANDARD
CONSTRUCTION SPECIFICATIONS)
F24OIH
SIDEWALK
RAMP
LANDING
o z
O¢
-IY>
H u
wad
00000000000
00000000000
00000000000
00000000000
00000000000
RAMP
SIDEWALK
DETECTABLE FACE OF CURB
WARNING SURFACE
DETAIL "B"
TYPICAL PLACEMENT OF DETECTABLE_
WARNING SURFACE ON LANDING AT STREET EDGE
NOTES:
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS
OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705 OF NE 2012 TEXAS
ACCESSIBIUTY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES, INCLUDING SIDE FLARES. FURNISH AND INSTALL AN
APPROVED DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT
TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW
WATER TO ACCUMULATE.
3. ALIGN THE ROWS OF TRUNCATED DOMES TO BE PERPENDICULAR TO THE GRADE
BREAK BETWEEN THE RAMP RUN AND THE STREET.
4. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE
DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB
RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST
THE CURB LINE IS AT THE EXTENSION OF THE BACK OF CURB. DETECTABLE
WARNING SURFACES MAY BE CURVED ALONG A CORNER RADIUS.
6. FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF
ASTM C-936. LAY IN A TWO BY TWO UNIT BASKET WAVE PATTERN OR AS
DIRECTED 8Y ENGINEER.
7. LAY FULL-SIZE UNIT FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT
LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS
USING A POWER SAW. DETAILS ARE PROVIDED HEREIN FOR THE PLACEMENT OF
PAVERS. FOR OTHER MATERIALS, REFER TO THE MANUFACTURER'S PRODUCT
MANUAL FOR PROPER INSTALLATION.
8. THE FOLLOWING IS AN APPROVED UST OF CAST -IN -PLACE DETECTABLE WARNING
MATERIALS AND THEIR MANUFACTURERS:
8.1. ARMOR TILE (VITRIFIED POLYMER COMPOSITE) BY ENGINEERED PLASTICS. INC..
WILUAMSVILLE, NY.
8.2. TACTILE PAVERS (FIRED CLAY PAVERS) BY PINE HALL BRICK; WINSTON-SALEM,
NC.
8.3. DETECTABLE WARNING PAVER (FIRED CLAY PAVERS) BY WESTERN BRICK CO.,
HOUSTON, TX.
9. THE ABOVE UST OF DETECTABLE WARNING MATERIALS OR THEIR APPROVED EQUAL
SHALL BE USED AS THE DETECTABLE WARNING SURFACE ON CURB RAMPS AS
SHOWN IN THE STANDARD DETAILS.
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
DETECTABLE WARNING SURFACE
32 13 20-D545
#4 BARS 0 18 0.C.B.W.
J I•N
12'LONG 44BAR 12-
0 24" 0.C.
CONCRETE
PAVEMENT
w �
c �
L
3. REDWOOD BOARD FULL
DEPTH OF SIDEWALK
THIS HALF OF DOWEL TO BE
COATED WITH ASPHALT.
a
2-i"
SLIP CAP
24" 44 SMOOTH ROUND
BAR 0 24" O.C. MAXIMUM
EXPANSION JOINT DETAUI_
5' MIN.
SIDEWALK CROSS SLOPE ' 3. 1
IIII-I TIIN1T
#4 BARS 0 78' COMPACTED
O.C.B.W. SUBGRADE TO
90% DENSITY
SECTION VIEW
SIDEWALK ADJACENT TO CURB
I
3" SIDEWALK CROSSSLOPE 3-
2% MAX.K 1
IlFllil) " 1 f N, - I111-11fiik_11
'/ 11i ii-- 11_i"
#4. BARS 0 18"COMPACTED
O.C.B.W. SUBGRADE TO
90% DENSITY
CURB
IIt�IL-3 M 1?' i
12" LONG 44 BAR
0 24" 0.C.
4' MIN.
SECTION VIEW
SIDEWALK
#4 BARS 0 18'
IIL=I�
SECTION VIEW
RAMP TIE—IN AT PAVEMENT
[CONCRETE RAMP
COMPACTED
SUBGRADE TO
90% DENSITY
TOOLED GROOVE TO BE
7D• DEEP
•w
DOWEL EXPANSION JOINT WITH REDWOOD BOARD EVERY 40' (MAK) FOR 4'
SIDEWALK AND EVERY 50' (MAX) FOR 5' SIDEWALK AND AT ALL RADII POINTS
'W •W (SEE EXPANSION JOINT DETAIL)
NOTE
1. W=SIDEWALK WIDTH 4' MIN. 5' IF SIDEWALK
15 ADJACENT TO CURB, OR GREATER AS
INDICATED ON THE PLANS.
CURB
11
12" LONG 44 BAR
0 24" 0.C.
FORT WORTH
+—f —I_
�—+—I-
-f —I—
#4 BARS 0 18" 0.C.B.W.
PLAN
REINFORCED CONCRETE SIDEWALK
5•
3/4" CHAMFER
/4 BAR 0 12" 0.C.
#4 BAR 0 24" O.C.
2" CLEAR TP.
2" SCH. 40 PVC
WEEP HOLES 0
10'-0" 0.C.
SIDEWALK CROSS SLOPE
22 MAX.
44 BARS 0 18"
COMPACTED
SUBGRADE TO
4• 90% DENSITY
8"
8-
TAMPED
TOPSOIL
Z
0
FREE DRAINING -,
AGGREGATE
CONTINUOUS LENGTH
OF RETAINING WALL
SECTION VIEW
SIDEWALK ADJACENT TO CURB WITH RETAINING WAl
CITY OF FORT WORTH, TEXAS REVISED: 01-06-2014
SIDEWALK DETAILS
32 13 20-D546
NOTES TO DESIGNER,
1. FILL IN BLANKS AND/ 0R VERIFY ALL TEXT IN BLUE
2. SET GRADES TO CONVEY STORMWATER WHIN R.O.W. OR EASEMENTS
3. REVISE DETAIL A5 NECESSARY TO MATCH ACTUAL ROADWAY DESIGN.
4. MODIFY DETAIL TO MEET SPECIFIC CONDITIONS
S. DUMMY JOINT SPACING SAME AS SIDEWALK WIDTH.
X' STANDARD
SIDEWALK
—�I
I/USAY JOINTI
SPADING
STD. CURB
& CUTTER
CONSTRUCTION JOINT
PER 32 13 13-0511
0R 32 13 13-0512
a
2i_ r
8'
DRIVEWAY NOTES'
1. INSTALL EXPANSION JOINT (SEE DETAL - MI5 SHEET) WHERE
DRIVEWAY CONNECTS TO SIDEWALK. PUCE EXPANSION JOMT FOR
CONNECTION TO EXIST DRIVE AT BACK OF SIDEWALK. IF DRIVE
CONSTRUCTION EXTENDS BEYOND ROW. PLACE EXPANSION JOINT AT
BACK OF SIDEWALK THEN PLACE CONSTRICTION JOINT PER
32 13 13-0512 AT CONNECTION WITH EXISTING DRIVE
2 DUMMY JOINT IN DRIVEWAY RAMP IS OPTIONAL IN 11'-0' DRIVEWAY
ONLY. DUMMY JOINT(S) IN DRIVE REQUIRED TO CORRESPOND WITH
JOINT(S) IN CONCRETE PAVING.
3. SIDEWALK SECTION THRU DRIVEWAY TO BE POURED SAME THICKNESS
A5 DRIVEWAY APPROACH, AND PAID FOR A5 DRIVEWAY APPROACH.
EXISTING SIDEWALK, IF ANY, SMALL BE REMOVED AND REPLACED.
4. PROWDE 9" HMAC TRANSITION FOR DRIVEWAY TIE INTO EXISTING
ASPHALT PAVEMENT, HMAC TRANSITION SUBSOIARY TO DRIVE
CONSTRUCTION. HMAC TRANSITION REWIRED BEYOND 9' HMAC
1RAN51T10N PAKI PER TON PER SECTION 32 12 16.
5. 111E GRADE BREAK AT THE GUTTER UNE AND AT ANY PONT WITHIN
10 FEET OF GUTTER UNE MUST NOT EXCEED 12 PERCENT.
6. ALL CONCRETE SHALL BE CLASS "A' PER SECTION 32 13 20,
I1'-n' FOR SINGLE
18'-0" FOR DOUBLE DWY.
SEE NOTE 1
REINFORCE 6'
°RIVE W/ 03
BARS 0 18' I
O.C.B.w.
/ SAWED DUMMY '
/ JOIPER
32 NT 13 13-516
SEE
NOTE 2 I,
A
GUTTER
/
SEE A
NOTE 4
MIN. SINGLE DWY.
17.-0' MIN. DOUBLE OWY.
20'-0" MIN. SINGLE DWY.
27'-0- MIN. DOUBLE DWY
PLAN VIEW
DRIVEWAY PAY UMIT
PARKWAY WIDTH
SIDEWALK
0.5X (MIN.)
24 MAX
SEE NOTE 1 SEE NOTE 3
SAWED DUMMY JOINT
PER 32 13 13-516
B 8" DRIVE W/i3
W//3 BARS O 18"
0.C-B.W. m
X' PER FT. (MIN.)
12x MA8_ -
COMPACTED
SOBGRADE PER 12" 7YP
SECTION 32 13 20
SECTION A -A
REINFORCE X' WALK
Aim f3 BARS O
18' 0.0.8.W.
CONSTRUCTION JOINT
PER 32 13 13-0511
OR 32 13 13-D512
BLOCKOUT
FORT WORTH
[24" BL0CK0UT FROM
BACK OF CURB FOR
DRIVEWAY APPROACH
SEE NOTE 4
-8-
SEE
NOTE 4
P0OP0.500 ASPHALT
PAVING PER TYPICAL
ROADWAY 500CDON
CONSTRUCTION JOINT
PER 32 13 13-D511
SEE NOTE 4 OR 32 13 13-0512
STABIU2E0 SUBGR.AOE
PER PAWNG TYPICAL
SECTION
/3 BARS O 18"
0.C.B.W.
1,2 k
I�I���f��11f51
/4 I. 24' SMOOTH
DOWEL O 18- 0.C.
COMPACTED
SUBCRADE PER
SECTION 32 13 20
12"
DOWEL COATING
W/ GREASE
DRIVEWAY EXPANSION JOINT
/4 X 20' SMOOTH
DOWEL o 18" 0.C.
INTO E165DNG
PAVEMENT
EXISTING CONCRETE
DR
DRIVEVE/SIDEWALK
COMPACTED
S180040E PER
SECTION 32 13 20
8"
MIN
EXPANSION JOINT, FORMED GROOVE
ROUNDED TO Y"' RADIUS WITH
SIUCCNE JOINT SEALER AND
REDWOOD EXP. JOINT FILLER
PER 32 13 13-0517
—1Y" MIN. CLEARANCE
fl I 1j
OWEL SLEEVE OR
CAP TO FIT DOWEL
AND BE SECURED
BAR STOP
-- EXPANSION JOINT WITHOUT
DOWEL SUPPORT BASKET
PER 32 13 13-0517
1Y" MIN.
CLEARANCE
2" MIN.-1
•r
BAR 5T
%3 BARS 0 18"
0.C.B.W.
00WEL SLEEVE 0R CAP
TO FIT 00WEL AND BE
SECURED
DRIVEWAY EXPANSION CONSTRUCTION JOINT
(BETWEEN EXIST & PROP )
CITY OF FORT WORTH, TEXAS
CONCRETE RESIDENTIAL DRIVEWAY
APPROACH WITH RADIUS
- ASPHALT PAVING
PROPOSED DRIVE
REVISED: 02-12-2014
32 16 13-D528
NOTES TO DESIGNER:
1. DETAIL DEFINES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION.
EXPANSION
JOINTS
PER
32 13 13-D513
// /
A
\\\\\I\\\
/ / / / / / / / / J
A -.--1 / /
9" HMAC
TRANSITION
PER SECTION
32 12 16
9"
SEE
NOTE 4
COMPACTED
SUBGRADE
(SEE NOTE 2)
NOTES;
#4 BARS
18" o.c.B.w.
/24" HMAC
TRANSITION
/PER SECTION
32 12 16
EXPANSION
JOINTS
PER
32 13 13-0513
/ // / / / / / / / / // / // 2
/ / / / / / / /
/ SEE NOTE
INTERSECTING VALLEY
PLAN VIEW
1" MAX OR AS DIRECTED BY
THE ENGINEER
8'-0" MIN.
(RESIDENTIAL STREETS)
SECTION A -A
9"-.
SEE
NOTE 4
4-
1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING
PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE TYPICAL
PAVING SECTION.
2. 6" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION.
TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16,
5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT),
FORT WORTH
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
CONCRETE VALLEY GUTTER
32 16 13-D530
NOTES TO DESIGNER
1. FILL IN BUNKS AND/ OR VERIFY A11 TEXT IN BUIE
2 SET GRADES TO CONVEY STORMWATER 1MTHIN R.D.W. DR EASEMENTS
3. REVISE DETAIL AS NECESSARY 1D MATCH ACTUAL ROADWAY DESIGN.
4. MDORY DETAIL TO MET SPECIFIC CONDITIONS
1'-4 %.'
PROPOSED ASPHALT K
PAVING PER TT0CAL
SECTION
/4 BARS
NEW CONSTRUCTION
/4 /
ASPHALT
prr
COMPACTED BACKFS AL CCEPTABLENATIVE
SECTOR 3I 24 00 ,�.
LT _ITC1.'1E,1�
MINIMUM 1DCCAVAT1ON
OUTLINE FOR 41002E
CONSTRUCTOR
H x 24" SMOOTH
TOP CIF CURB
TOP OF PAVEMENT— \s.r
I'f Lnliia : ��aYA y1V��! 1. 1A1r
PROPOSED
SUBCRADE
PER TYPICAL
ROADWAY
SEOTION
PER 321216
SEAL NM
JOINT FILLER
EXISTING SUBCRADE
{O{0ANSION JOINT. FORMED GROOVE
ROUNDED TO X' RADIUS 4ATH IF
PREM0DED EXPANSION JOINT AND
SILICONE JOINT SEALANT
BAR STOP
7-0'
SEE NOTE I
1
I,
r PER
IIIc
µ BARS
EXISTING SIREN
}
ROPOSED
,u--L !U IIr ltrn-1 SUBCRADE
PER TYPICAL
DOWEL SEEVE OR OAP ROADWAY
TO FIT DOWEL AND BE SECTION
SECURED
CURB AND GUTTER EXPANSION JOINT
FORT WORTH
Nam:.
1. 200 1P MAXIMUM SPACING BETWEEN CURB
AND L1TITER EXPANSION JOINTS.
1. MINIMUM WD'M IS 7-0".
44102 LOSING TROTH UP TO 2T-6"
TAMPED TOPSOIL
/// PER SECTION
32 ➢I10
: "T_% i
rrir r r r r
rrri fi rrri r
Gi":: b •::
12
COMPACTED ACCEPTABLE
NNATIVENBSC 2FO..L PER
SECTIO
MINIMUM D{CAVATON
OUTLNE FOR STREET
CONSTRUCTOR
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
STANDARD CURB AND GUTTER
3216 13-D534
LIFTING BOX
HINGED COVER
PLAN VIEW - FRAME AND COVER
PROFILE VIEW - COVER
OPENING
7RAME WIDTH
PROFILE VIEW - FRAME
CONCRETE COLLAR AS
REQUIRED PER MANHOLE
UD ASSEMBLY DETAILS
COLLAR SHALL EXTEND
AT LEAST 3" MIN.
BELOW MANHOLE TOP
OUTSIDE DIAMETER SHALL BE
GREATER THAN OR EQUAL TO
OUTSIDE DIAMETER OF FRAME
AND LESS THAN OR EQUAL TO
OUTSIDE DIAMEILR OF
MANHOLE CONE OR TOP
INSIDE DIAMETER SHALL BE
EQUAL TO INSIDE DIAMETER
OF FRAME
PLAN VIEW - GRADE RINGS
NOTES:
1. PROVIDE HINGED FRAME AND COVER
WHERE INDICATED IN THE DRAWINGS
AND ON DETAILS.
2. LIDS SHALL BE INTEGRALLY MARKED
INDICATING "WATER", "SANITARY
SEWER", OR "STORM DRAIN" AS
DESIGNATED ALONG WITH FORT WORTH
LOGO PER SECTION 33 05 13.
3. ALL HINGED FRAMES AND COVERS
SHALL REQUIRE A WATER -TIGHT
GASKET.
4. FOR WATER AND SANITARY SEWER,
ALL TYPES OF FRAMES SHALL ALLOW
MINIMUM 30-INCH OPENING, UNLESS
OTHERWISE SPECIFIED IN THE
DRAWINGS.
5. HINGED UDS SHALL BE REQUIRED FOR
ALL SANITARY SEWER MANHOLES WITH
CONNECTING LINES OF 24-INCHES AND
GREATER.
6. HINGED UDS SHALL BE REQUIRED FOR
ALL SANITARY SEWER MANHOLES WITH
A RIM ELEVATION GREATER THAN
12-INCHES ABOVE NATURAL GROUND.
IF LID IS IN PAVEMENT,
ORIENT HINGE TOWARD
ONCOMING TRAFFIC
FRAME
MAX.
COVER
Z/ /
MAXIMUM OF 3 -�
GRADE RINGS
ALLOWED
IN TRAFFIC AREAS GRADE
RINGS SHALL BE CONCRETE,
OTHERWISE HDPE WILL ALSO
BE PERMITTED
FORT WORTH CITY OF FORT WORTH, TEXAS
MANHOLE OR VAULT
PER DRAWINGS
RAM-NEK OR
EQUIVALENT (TYP.)
REVISED: 06-19-2013
WATER -TIGHT HINGED MANHOLE FRAME,
COVER AND GRADE RINGS 33 05 13-D008
EXISTING HMAC
PAVEMENT
JJ Jj//JJJJJ1JJJ,
%\ A\ \/A\//.\/A\
UNDISTURBED „,
EXISTING SUBGRADE
TREATED \�
SUBGRADE
2' MIN
(TYP.)
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PER SECTION
33 05 10
FQRTH
PLAN VIEW
CONCRETE
COLLAR
12" MAX.
3" MIN.
(TYP.)
PROPOSED HMAC
PAVEMENT REPAIR
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
GROUT FACE
SMOOTH (TYP.)
2 ROWS RAM-NEK OR
EQUIVALENT (TYP.)
SECTION VIEW
EXISTING HMAC
PAVEMENT
i\ i\ i\ \ \ r.�i
MANHOLE OR VAULT
PER DRAWINGS
PAVEMENT REPAIR PER
ASPHALT PAVEMENT
TRENCH REPAIR DETAILS
AS INDICATED IN THE /
DRAWINGS
/J\JJJ/�J\✓i . ✓
\`��\�\�
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
OR VAULT IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2" THICK, AND SHALL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING
HMAC PAVEMENT (CONE)
REVISED: 08-31-2012
33 05 13-D010
EXISTING HMAC
PAVEMENT
�l
2' MIN.
(TYP.)
UNDISTURBED
SUBGRADE .:
EXISTING TREATED
SUBGRADE
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PER SECTION
33 05 10
ORT WORT
2" MIN. SEPARATION
DISTANCE (TYP.)
CONCRETE
COLLAR
12" MAX.
PLAN VIEW PROPOSED HMAC
PAVEMENT REPAIR
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
GROUT FACE
SMOOTH (TYP.)
2 ROWS RAM-NEK
VARIES OR EQUIVALENT
18"-27" (TYP.)
SECTION VIEW
1/7
EXISTING HMAC
PAVEMENT
PAVEMENT REPAIR PER
/
ASPHALT PAVEMENT
TRENCH REPAIR DETAILS
AS INDICATED IN THE
DRAWINGS
\\,
�r MANHOLE OR VAULT
PER DRAWINGS
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
OR VAULT IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2" THICK, AND SHALL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS,
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING HMAC
PAVEMENT (FLAT TOP)
REVISED: 08-31-2012
33 05 13-D011
NOTES TO DESIGNER:
FOR INLET DEPTH '0' GREATER THAN 10'-0'.
DESIGNER 15 REQUIRED TO PROVIDE SPECIAL DETAIL
FOR INLET WIDTH 1' GREATER THAN
DESIGNER IS REQUIRED TO PROLDE SPECIAL DETAIL
GUTTER TRANSITION
6"
EXPANSION JOINT )f'
PREMOLD EXPANSION
JOINT MATERIAL
GUTTER UNE
CENTER OF 24" DIA. —\ \I 6"
FORMED HOLE
NOTES:
LOCATION OF RING AND COVER TO BE
AT 50111 ENDS OF INLET. FOR 20'
INLETS, ADD RING AND COVER ON
DOWNSTREAM SIDE OF TRANSVERSE
BEAM, UNLESS OTHERWISE DIRECTED
BY ENGINEER
FIELD CUT BARS B & C TO CLEAR
MANHOLE
)4' PREMOLD
EXPANSION
JOINT
MATERIAL
1 A
A
LENGTH OF OPENING 'L'
GUTTER TRANSITION
SYMMETRICAL ABOUT
I I CONSTRUCTION JOINT
UP OF GUTTER I ' I / (SEE SECTION 'A' & "B")
TRANSVERSE BEAM J
I I
)
CURB
HEIGHT
FRONT ELEVATION VIEW
BARS C (TOP & BOTTOM SLAB)
LENGTH OF OPENING "L" //I 6",
B
r BARS J —►
n/ _ ,
� I
I � /
L
SYMMETRICAL ABOUT fE7
V/2
//
PLAN VIEW
of
_
BARS E - TOP SLAB
CONTROL POINT
BARS F 0 7 )f" 0.C.
BARS F 0 7 )f' 0.C.
BARS B - TOP SLAB 0 7 JE" 0.C.
BARS G - BOTTOM SLAB 0 7 JE" 0.C.
BARS D
— BARS A 0 7 Xi' O.C.
rBARS M AND
BARS N
11 —I
BARS M
BARS N
i[1F SECTION
7-0' FROM UP
OF GUTTER
2'
2"
Fa) 0F0110N
TRANSVERSE BEAM DETAIL
(FOR 15' AND 20' INLETS)
NOTES:
1. MATERIALS AND WORKMANSHIP SHALL CONFORM MATH THE REQUIREMENTS OF CITY OF
FORT WORTH STANDARD SPECIFICATION 33 49 20, CURB AND DROP INLETS.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Fc - 3,000 PSI AT 25
DAYS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60.
4. CHAMFER ALL EXPOSED EDGES Y." EXCEPT WHERE OTHERWISE NOTED.
5. ALL REINFORCING STEEL SHALL HAVE MINIMUM 2" COVER TO CENTER OF BAR, UNLESS
OTHERWISE NOTED.
6. ALL DIMENSIONS RELATING TO REINFORCING ARE TO CENTER OF BARS.
7. LOCATION OF STRUCTURE AS SHOWN IN PLANS REFERS TO CONTROL POINT AT THE FACE
OF CURB AND MID -POINT OF THE INLET. AS SHOWN ON THIS DETAIL
B. FIELD CUT AND BEND BARS A5 NECESSARY 70 ACCOMMODATE STORM DRAIN PIPE PER
TYPICAL MANHOLE / PIPE PENETRATION DETAIL (33 49 10-0415).
9. A SEALED )f" EXPANSION JOINT SHALL BE PLACED ALONG ALL VERTICAL FACES
ABUTTING CONCRETE PAVEMENT.
10. STANDARD INLET DEPTH '0" FOR NEW CONSTRUCTION SHALL BE 4'-0' AT UPPER END,
AND 4'-9' AT OUTLET ENO. OTHER DEPTHS MAY BE USED BASED ON PROJECT SPECIFIC
CONOITONS. MINIMUM 2% FALL SHALL BE USED IN ALL CASES.
FORT WORTH CITY OF FORT WORTH, TEXAS
STANDARD STORM DRAIN INLET
(SHEET 1 OF 2)
REVISED: 08-31-2012
33 49 20-D405
NOTE
INLET DEPTH SHALL BE
SHOWN ON STORM DRAM
PLAN & PROFILE SHEETS
I 24" DIA. ACCESS t
PER 3
RING3 05 AND CO13-00VER
09
8'
2% USUAL
PERMISSIBLE
CONSTRUCTION
JOINT
SECTION A
• NOTE DIMENSION SHOWN FOR 6' )
CURB. INCREASE LENGTH
BY 1' FOR EACH ADDITIONAL
1' OF CURB HEIGHT.
BARS C
BARS 0
TRANSVERSE BEAM
(15' & 20' INLETS ONLY)
BARS C
TOP SLOPE 1.5% (3(. /F1)
TOWARD CURB
BARS B 0 7 $' 0.C.
BARS C 0 7 )55' 0.C.
PLASTIC MANHOLE -�
STEPS AT 12"-12"
SPREAD STAGGERED
(PER 33 49 10-0414)
ONLY FOR "0" 2 5'-0"
BARS F 0 7 Jr 0.C. —�
BARS C 0 7 )9 O.C.
BARS C -
'W PLUS 0'-8'
12'
•I
BARS A (#4) BARS B (#4)
"L" PLUS 0'-8"
'L' PLUS 5,-8'
BARS C & D (#4)
"L" PLUS 0'-8"
BARS E (#4)
3'
BARS 0
ARS E
BARS MJJ
BARS N
BACK OF CURB
TOP ELEVATION AT
CONTROL POINT
4 GUTTER DEPRESSION
— CURB HEIGHT
BARS D
PERMISSIBLE CONSTRUCTION JOINT
(LIMITS OF STAGE 1 CONSTRUCTION)
•
BARS A 0 7 y O.0
BARS C 0 7)6" 0.C.
6' MIN If
J 12' MAX YI
PERMISSIBLE CONSTRUCTION
BARS G 0 7 )5" 0.C.
SECTION B
BARS F (#4)
'W' PLUS 0'-8'
BARS G (#4)
2.-4"
BARS J (#4)
BARS M (#4)
W PLUS 0'-8'
BARS N (#4)
FORT WORTH CITY OF FORT WORTH, TEXAS
STANDARD STORM DRAIN INLET
(SHEET 2 OF 2)
SEC110N C
REVISED: 08-31-2012
33 49 20-D405
2014 CIP STREET RECONSTRUCTION - CONTRACT 1
Project Name Blk Limits Street Limits CD Mapsco QtyILM Procedure
EVA ST 1700 - 1899 WEBER ST - SCHWARTZ AVE 2 48Z 0.32 POL
LAGONDA AVE 1300 - 1499 W NORTHSIDE DR - NW 14TH ST 2 62P 0.81 POL
NW 25TH ST 1700 - 2199 AZLE AVE - HANNA AVE 2 62E 0.42 POL
DENNIS AVE 5600 - 5699 SANTA CLARA DR - BURTON HILL RD 3 74D 0.31 POL
DONNELLY AVE 5600 - 5699 FARON ST - HORNE ST 3 74M 0.29 POL
FAIRFAX ST 5000 - 5099 WYCLIFF ST - WIDGEON AVE 3 87D 0.35 PO�
GOODMAN AVE 5600 - 5699 FARON ST - HORNE ST 3 74R 0.29 POL
KILPATRICK AVE 5800 - 5999 HALLORAN ST - BRYANT IRVIN RD N 3 74R 0.7 POL
WESTCLIFF RD W 3100 - 3299 BELLAIRE DR W- S CU�-DE-SAC 3 75Z 0.83 POL
DANCIGER RD 1700 - 1799 JACQUELINE RD - YOLANDA DR 4 79D 0.42 POL
YOLANDA DR 1700 - 1799 JACQUEI.INE RD - DANCIGER Rp 4 79C 0.43 POL
AVE M 3400 - 3599 BISHOP ST - CAMPBELL ST 5 78Q 0.45 POL
DALLAS AVE 5100 - 5299 TIERNEY RD - BENTON AVE 5 79K 0.47 POL
PARKER ST 900 - 1099 S HAMPSHIRE BLVD - OLD HANDLEY RD 5 79K 0.46 POL
RUFUS ST 3600 - 3949 REED ST - MARTIN LUTHER KING FWY 5 78Y 0.7 POL
RUTLAND AVE 5200 - 5227 SOUTHWEST LOOP 820 - RECTOR AVE 6 90N 0.2 POL
RUTLAND AVE 5300 - 5599 COCKRELL AVE - WALTON AVE 6 90S 0.77 POL
WHITMAN AVE 5400 - 5499 WEDGMONT CIR N- WINIFREQ DR 6 89Q 0.43 PO�
WONDER DR 5434 - 5499 WOSLEY DR - WINIFRED DR 6 89U 0.18 POl
CONLIN RD 5600 - 5699 DUBLIN DR - LIMERICK DR 8 91 U 0.46 POL
DECORY RD 5600 - 5699 OAK GROVE RD W- LIMERICK DR 8 91 U 0.44 POL
ENON RD 1500 - 2199 OAK GROVE RD - E CITY LIMITS 8 105M 1.32 POL
ILLINOIS AVE 200 - 349 DAGGETT AVE - STELLA ST 8 77F 0.23 POL
JENSON RD 1800 - 2099 WILSON RD - MALINDA LN N 8 79B 0.89 PO�
OAK GROVE SHELBY RD 1500 - 2399 OAK GROVE RD - S RACE ST 8 106S 1.74 POL
PANOLA AVE 3500 - 3699 JAMAICA �N - S AYERS AVE 8 78G 0.51 POL
PURINGTON AVE 3500 - 3699 SANDERSON AVE - N AYERS AVE 8 78G 0.49 POL
RAYMOND BARBER DR 1000 - 1089 CAMPUS DR - CUL-DE-SAC 8 91 R 0.44 POL
6TH AVE 5700 - 5799 CALIFORNIA PKWY S- EDGECLIFF RD 9 90V 0.49 POL
BERKELEY PL 1600 - 1699 EDWIN ST - WEATHERBEE ST 9 76Q 0.16 POL.
COLLEGE AVE 3750 - 4049 W DICKSON ST - W MASON ST 9 90H 0.78 POL
S HENDERSON 5T 4050 - 4099 W MASON ST - W BOLT ST 9 90H 0.12 POL
TOWNSEND DR 2800 - 2899 W CANTEY ST - W L.OWDEN ST 9 76Y 0.26 POL
W DREW ST 2200 - 2399 FRAZIER AVE - MCCART AVE 9 90F 0.29 POL
W FELIX ST 1000 - 1199 COLLEGE AVE - S ADAMS ST 9 90M 0.26 POL
W PAFFORD ST 2200 - 2299 FRAZIER AVE - WAYSIDE AVE 9 90F 0.15 POL
17.86
HMAC 2014 CIP
.
.
TPW PROJECT NO: C293-541200-209620235383
STREET BY �TREET QUANTITY DETERMINATION SPREADSHEET
a
, � � � � �
3 z H � �
A � � � � � z o �.
� � R', A ''" �1 A., � U p., W � � d �' �
�.� � ��� � P�C4 .�� ri WE''� W�F' aE'' ��a'
z � � ��� �� �� �o� �o a ��H w�z az ���•
�� � o �w a f�w � a�o �Zo 3 �
o � a a a� a �a x o 3�a aa�a z a �a
.� ��. w��o � y�o o�ao H�Ao ��H� wa�o � o 0 0�0 �� �o �
��� AOaw N �a UAAa, �oUwa �a�v�w raw a, Ur�a Aww Aw�a, TOTAL
ITEM UNIT ITEM DESCRIPTION QTY QTY UNI7 QTY QTY UNIT QTY UNIT QTY UNIT QTY UNIT QTY UNIT QTY UNI QTY UNI 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 2,140 1,250 2,220 3,000 1,850 685 0 1,720 610 920 0 14,395
4 LF install New Concrete Curb and Gutter 0 415 0 0 0 50 0 1,250 320 270 0 2,305
5 SF Remove & Replace 6-inch Concrete Driveway 5,986 1,500 3,510 1,860 3,000 200 0 2,662 0 960 0 19,678
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 3,200 48 0 120 0 0 800 0 400 0 4,568
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 4,600 0 0 0 0 0 0 0 4,600
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 0 2 0 0 4 0 0 4 2 4 0 16
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 & Replace Existing Concrete Valley Gutter 0 0 150 0 0 0 0 0 56 0 0 206
14 SY Install New Concrete Valley Gutter 0 0 0 112 104 0 0 0 0 0 0 216
15 LF 6" Perforated Pipe Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 5-Ft. Storm Drain Inlet-Top 0 0 0 0 2 0 0 0 0 0 0 2
17 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 2 0 0 0 0 0 0 0 0 0 0 2
18 SY 8-Inch Pavement Pulverization 3,270 3,495 3,207 4,650 0 1,090 0 5,164 1,900 2,010 0 24,786
19 TN 13 Ib/sy Cement Modification 21 23 21 30 0 7 0 34 12 13 0 161
20 GA Roadbond EN 1 26 27 25 36 0 9 0 40 15 16 0 194
21 CY Unclassified Street Excavation 90 0 89 0 0 0 0 0 0 0 0 179
22 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY Asphalt Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
24 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 EA Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2" Pavement Surface Milling 0 0 0 0 3,261 0 0 0 0 0 0 3,261
28 GA Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 0 0 0 0 0 0 0
29 SY 3-inch Surface Course Type "D" Mix 3,270 3,495 3,207 4,650 3,261 1,090 0 5,164 1,900 2,010 0 28,047
32 LF 4" Solid White Thermoplastic Hot Applied Spray (HAS) Lane Lines 0 0 0 0 0 0 0 0 0 0 0 0
33 LF 4" Solid Yellow Thermoplastic Hot Applied Spra HAS) Centerline 0 0 0 0 0 0 0 0 0 50 0 50
34 LF AWG Traffic Loop Detector Cab;le 0 0 0 0 0 0 0 0 0 0 0 0
35 LF Stop Bars Pavement Markings 0 0 0 14 14 14 0 42 14 14 0 112
36 LF 12" Solid Pavement Markings (Cross-walk, White) 0 0 0 0 0 64 0 128 0 64 0 256
37 EA Water Valve Box Adjustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
38 EA Water Valve Box Adjustment with Concrete Collar 1 4 2 1 4 2 0 2 1 0 0 17
39 EA Water Meter Box Adjustment 10 6 10 0 0 2 0 0 0 0 0 28
40 EA Manhole Adjustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
41 EA Manhole Ad'ustment With Concrete Collar 2 1 3 3 1 2 0 2 0 0 0 14
42 EA Painting House Addresses 33 16 23 18 34 2 0 22 1 10 0 159
43 SY Grass Sod Replacement 476 350 490 300 250 150 0 300 200 200 0 2,716
� � �
y 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 3rd.
Pickup 1st. Monday of 1st. Monday of 1st. Monday of 3rd. Monday of 2nd. Monday of 3rd. Monday of 2nd. Monday of 3rd. Monday of 4th. Monday of 3rd. Monday of Monday of the
of Monthly Pickup of Bulky Items the month the month the month the month the month the month the month the month the month the month month
o..ii...
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Monday Monday Monday Wednesday Thursday Wednesday Thursday Wednesday Wednesday Wednesday Wednesday
Page 1 of 4
HMAC 2014 CIP
.
.
.
, _ _
, W � z ,
A� � � w �� � � � A � 3 ,
� o �, W
°' � �a H�� 3� @x � z� x�� ��� , � �;�'
� a � �a� �'�'z wN �: > �z � � �x �H �'�@
� �vz wo �t7�' �' Ao xoH ��H Hx � �aw
.� .� � ��o �aw w� �z xx�, w�� �'o �Za� �x� p��
a� � v z�H � a� Ao �H h �a�¢ oo� �w �
o z a �a �aa�a o a ox�a ��aa �a c�z •a ���a w �a
��� w��o �U o wo 0 0�o zd�o •oo � xo �• o y �o �� o
A�aaw w�3a wv�a ��,a � wo.�a �3aaa ��aaa a3�a� w��w ww3a TOTAL
ITEM UNIT ITEM DESCRIPTION QTY QTY QTY QTY QTY UNIT 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 & Replace Existing Concrete Curb and Gutter 1,380 1,580 1,100 670 0 0 39 1,600 2,210 0 0 8,579
4 LF Install New Concrete Curb and Gutter 0 0 0 350 0 0 380 455 350 386 610 2,531
5 SF Remove & Replace Existing 6-inch Concrete Driveway 2,400 2,400 704 0 0 0 176 2,350 3,416 0 0 11,446
6 SF Remove & Replace 6-Inch Eex osed 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 125 0 0 0 0 0 0 3,500 4,800 40 0 8,465
9 SF Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk 0 0 0 0 0 0 0 0 0 0 0 0
10 SF Install New4-Inch Concrete Sidewalk 3,960 3,160 0 2,000 0 0 0 0 0 0 1,280 10,400
11 EA Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch 0 0 0 0 0 0 0 0 6 3 0 9
Ramp (w/ detectable warning dome-tile surface)
12 EA Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning 0 2 0 2 0 0 0 0 0 0 0 4
dome-tile surtace)
13 SY Remove & Replace Existing Concrete Valley Gutter 0 0 0 58 0 0 0 0 65 0 48 171
14 SY install New Concrete Valley Gutter 0 0 0 0 0 0 0 0 145 0 0 145
15 EA Remove & Replacef 5-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 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 2,051 2,340 1,728 1,900 0 3,186 778 3,905 5,641 2,079 996 24,604
19 TON 13 Ib/sy Cement Modification 13 15 11 12 0 21 5 25 37 14 6 160
20 GA Roadbond EN 1 16 18 14 15 0 25 6 31 44 16 8 192
21 CY Unclassified Street Excavation 57 0 0 0 0 0 0 0 0 0 0 57
22 CY Crushed �imestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY HMAC Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
24 TON HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
26 LF Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0
28 GAL Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 0 0 0 0 0 0 0
29 SY 3-Inch Surface Course Type "D" Mix 2,051 2,340 1,728 1,900 0 3,186 778 3,905 5,641 2,079 996 24,604
32 LF 4" Solid White Thermoplastic Hot Applied Spray (HAS) Lane Lines 0 0 0 0 0 0 0 0 0 0 0 0
33 LF 4" Solid Yellow Thermoplastic Hot Applied Spray HAS) Centerline (s) 0 0 0 0 0 0 0 0 0 0 0 0
34 LF AWG Traffic Loop Detector Cab;le 0 0 0 0 0 0 0 0 0 0 0 0
35 LF Stop Bars Pavement Markings 0 0 15 15 0 0 0 15 30 0 28 103
36 LF 12" Solid Pavement Markings (Cross-walk, White) 0 0 0 0 0 0 0 0 0 0 0 0
37 EA Water Valve Box Ad'ustment with Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
38 EA Water Valve Box Adjustment with Concrete Collar 2 1 2 2 0 0 1 1 2 0 0 11
39 EA Water Meter Box Adjustment 9 0 0 0 0 0 0 0 6 0 0 15
40 EA Manhole Adjustment with Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
41 EA Manhole Adjustment with Concrete Collar 0 0 1 0 0 0 0 0 4 0 0 5
42 EA Painting House Addresses 32 25 6 1 0 0 3 25 32 0 0 124
43 SY Grass Sod Replacement 230 250 200 200 0 0 60 250 400 65 100 1,755
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 3rd.
Monthly Pickup of Bulky Items 4th. Monday of 4th. Monday of 3rd. Monday of 4th. Monday of 1st. Monday of 2nd. Monday of 3rd. Monday of 4th. Monday of 1st. Monday of 1st. Monday of Monday of the
the month the month the month the month the month the month the month the month the month the month month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Wednesday Wednesday Monday Wednesday Wednesday Wednesday Monday Monday Wednesday
Page 2 of 4
I�[MAC 2014 CIP
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ITEM UNIT ITEM DESCRIPTION QTY UNIT QTY UNI QTY NI QTY UNIT QTY UNIT QTY UNIT QTY UNI QTY UNI QTY UNIT QTY UNIT QTY
2 LS Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0
3 LF Remove & Replace Existing Concrete Curb and Gutter 2,010 1,355 2,900 3,780 180 0 240 228 660 1,760 0 13,113
4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 0 0 770 0 0 0 770
5 SF Remove & Replace Existing 6-Inch Concrete Driveway 2,376 2,048 2,420 3,496 0 0 0 150 310 1,620 0 12,420
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 30 100 3,250 1,040 0 0 0 100 0 20 0 4,540
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 SF Remove & Repiace Existing Wheelchair Ramp and Install ADA 4-Inch 0 0 0 0 0 0 0 5 0 0 0 5
12 SF Install New 4-Inch ADA Wheelchair Ramp w/ detectable warning 0 0 0 0 0 0 0 1 0 0 0 1
13 SY Remove & Replace Existing Concrete Valley Gutter 45 0 0 0 0 0 0 0 0 0 0 45
14 SY Install New Concrete Valley Gutter 0 45 0 0 0 0 0 0 0 0 0 45
15 EA Remove & Replacef 5-Ft. Storm Drain Inlet-Top 0 3 2 0 0 0 0 0 0 2 0 7
16 EA Remove & Replace 10-Ft. Storm Drain Inlet-To 0 2 0 0 0 0 0 0 1 0 0 3
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 3,255 0 4,370 5,839 1,680 0 2,458 1,485 1,007 3,600 0 23,694
19 TON 13 Ib/sy Cement Modification 21 0 57 38 11 0 16 10 13 47 0 212
20 GA Roadbond EN 1 25 0 34 46 13 0 19 12 8 28 0 185
20 CY Unclassified Street Excavation 0 0 0 0 0 0 0 42 0 0 0 42
21 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
22 CY HMAC Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
23 TON HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
24 LF Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide 0 0 0 0 0 0 0 0 0 0 0 0
25 EA Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
26 SY 2" Pavement Surface Milling 0 2,985 0 0 0 0 0 0 0 0 0 2,985
27 LF Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 0 0 0 0 0 0 0
28 SY 3-Inch Surface Course Ty e"D" Mix 3,255 2,985 4,370 5,839 1,680 0 2,458 1,485 1,007 3,600 0 26,679
32 LF 4" Solid White Thermoplastic Hot Applied Spray HAS) Lane Lines 0 0 0 0 0 0 0 0 0 0 0 0
33 LF 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS) Centerline (s) 0 0 0 0 50 0 0 0 0 0 0 50
34 LF AWG Traffic Loop Detector Cab;le 0 0 0 0 0 0 0 0 0 0 0 0
35 LF Sto Bars Pavement Markings 0 30 15 15 30 0 15 0 0 0 0 105
36 LF 12" Solid Pavement Markings (Cross-walk, White) 0 0 0 0 0 0 0 0 0 0 0 0
37 EA Water Valve Box Adjustment with Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
38 EA Water Valve Box Adjustment with Concrete Collar 1 3 5 5 3 0 1 0 2 5 0 25
39 EA Water Meter Box Adjustment 0 0 0 0 0 0 0 0 0 1 0 1
40 EA Manhole Adjustment with Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
41 EA Manhole Adjustment with Concrete Collar 3 1 5 8 0 0 0 0 1 4 0 22
42 EA Painting House Addresses 27 26 35 22 3 0 1 0 3 18 0 135
43 SY Grass Sod Re lacement 250 300 360 400 45 0 45 167 60 250 0 1,877
Week of the Week of the Week of the Week of the Week of the Week of the 1 st. Week of the Week of the Week of the Week of the Week of the 1 st.
Monthly Pickup of Bulky Items 2nd. Monday of 2nd. Monday of 2nd. Monday of 3rd. Monday of 3rd. Monday of Monday of the 3rd. Monday of 3rd. Monday of 3rd. Monday of 3rd. Monday of Monday of the
the month the month the month the month the month month the month the month the month the month month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Wednesday Wednesday Thursday Friday Wednesday Monday Wednesday Wednesday Wednesday Wednesday Monday
Page 3 of 4
HIVIAC 2014 CIP
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TPW PROJECT NO: C293-541200-209620235383
STREET �Y STREET QUANTITY DETERIVIINATION SPREADSHEET
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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 2,800 1,800 3,785 2,200 0 100 0 2,074 146 0 0 12,905
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 2,800 1,200 2,300 6,300 0 660 0 2,860 165 0 0 16,285
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 7,600 4,000 0 0 0 160 0 0 0 11,760
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 4,500 3,600 0 0 0 0 0 0 0 0 0 8,100
11 EA Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA 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 2 3 0 0 0 0 0 0 0 5
dome-tile surface)
13 SY Remove & Replace Existing Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0
14 SY Install New Concrete Valley Gutter 0 0 54 0 0 0 0 0 0 0 0 54
15 LF 6" Pertorated Pipe Subdrain 0 0 0 0 0 0 0 0 0 0 0 0
16 EA Remove & Replace 5-Ft. Storm Drain Inlet-Top 0 0 2 0 0 0 0 0 0 0 0 2
17 EA Remove & Replace 10-Ft. Storm Drain Inlet-Top 0 0 0 0 0 0 0 0 0 0 0 0
18 SY 8-Inch Pavement Pulverization 3,375 0 5,864 3,177 0 6,137 13,253 3,709 3,043 0 0 38,558
19 TN 13 Ib/sy Cement Modification 22 0 38 21 0 40 86 24 20 0 0 251
20 GA Roadbond EN 1 26 0 46 25 0 48 104 29 24 0 0 301
21 CY Unclassified Street Excavation 0 0 0 0 0 340 0 206 0 0 0 546
22 CY Crushed Limestone 0 0 0 0 0 0 0 0 0 0 0 0
23 CY Asphalt Pavement and Base Repair 0 0 0 0 0 0 0 0 0 0 0 0
24 TN HMAC Pavement Level Up 0 0 0 0 0 0 0 0 0 0 0 0
25 SY 2" Pavement Surtace Milling 0 2,715 0 0 0 0 0 0 0 0 0 2,715
26 EA Butt Joint-Milled 0 0 0 0 0 0 0 0 0 0 0 0
27 SY 2-Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0
28 GA Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 0 0 0 0 0 0 0
29 SY 3-Inch Surface Course Type "D" Mix 3,375 2,715 5,864 3,177 0 6,137 13,253 3,709 3,043 0 0 41,273
32 LF 4" Solid White Thermoplastic Hot Applied Spray (HAS) �ane Lines 0 0 0 0 0 125 0 0 0 0 0 125
33 LF 4" Solid Yellow Thermoplastic Hot Applied Spray (HAS) Centerline 0 0 0 0 0 0 0 0 40 0 0 40
34 LF AWG Traffic Loop Detector Cab;le 0 0 0 0 0 0 0 0 0 0 0 0
35 LF Stop Bars Pavement Markings 0 14 15 0 0 30 0 0 36 0 0 95
36 LF 12" Solid Pavement Markings (Cross-walk, White) 0 0 0 0 0 0 0 0 0 0 0 0
37 EA Water Valve Box Adjustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
38 EA Water Valve Box Adjustment with Concrete Collar 4 0 1 4 0 4 1 2 0 0 0 16
39 EA Water Meter Box Adjustment 0 0 0 20 0 0 0 10 0 0 0 30
40 EA Manhole Adjustment With Steel Riser 0 0 0 0 0 0 0 0 0 0 0 0
41 EA Manhole Adjustment With Concrete Collar 0 0 4 4 0 6 1 0 0 0 0 15
42 EA Painting House Addresses 31 14 19 49 0 8 0 48 2 0 0 171
43 SY Grass Sod Replacement 200 200 300 300 0 175 0 461 25 0 0 1,661
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 2nd. Monday of 1st. Monday of 4th. Monday of 1st. Monday of 2nd. Monday of 2nd. Monday of 2nd. Monday of 2nd. Monday of 2nd. Monday of
the month the month the month the month the month the month the month the month the month
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days Thursday Thursday Wednesday Thursday Wednesday Wednesday Wednesday Thursday Wednesday
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