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FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
AFFICOAL RECORD
c�ITY �ECFtETA6dY
I�'i'. W�DR'PW, V�
Stage Coach Ground Storage Tank
Rehabilitation Project
City Project No. 02316
Betsy Price David Cooke
Mayor City Manager
Andrew T. Cronberg, P.E.
Interim Director, Watet• Department
Charly C. Angadicheril, Assistant Director
Farida Goderya, PhD, P.E., Facilities Project Manager
Prepared for
The City of Fort Worth
Yi�a/er Depurtntenl
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2014
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By.
Neel-Schaffer, Inc.
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III NEE�-SCHAFFER
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Texas Reg. No. F-2697
RECEIVED FEB 2 � �f11�
SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Fot•m
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nom�esident Biddei•
00 45 I 1 Bidders Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Entei•prise Goal
00 45 41 Small 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 Cei�tifcate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division O1 - General Requirements
O1 11 00 Summaiy of Work
O1 25 00 Substitution Procedures
O1 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 33 00 Submittals
01 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
Ol 66 00 Product Storage and Handling Requirements
O1 74 23 Cleaning
O 1 77 19 Closeout Requirements
O1 78 39 Project Record Documents
Technical Specifications
31 23 16 Unclassiiied Excavation
32 92 13 Hydro-Mulching, Seeding, and Sodding
33 16 13.71 Steel Ground Storage Tank Rehabilitation
09 97 13 Steel (Water Tank) Coatings
Appendix
Construction Drawings
Adopted September 2011
Preliminary Design Report
Steel Inspectors of Texas Report of General Condition Inspection
GC-6.07 Wage Rates
END OF SECTION
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TABLE OF CONTENTS
Page 2 of 2
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised November 22, 2013
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 2/3/2015 — Ordinance No. 21626-02-2015
DATE: Tuesday, February 03, 2015 REFERENCE NO.: **C-27173
LOG NAME: 60STAGE COACH GST REHAB & REPAINT
SUB.TECT:
Authorize Execution of a Contract with Blastco Texas Inc., in the Amount of $869,780.00 for the Stage Coach
Ground Storage Tank Rehabilitation and Repaint Project and Provide for Project Management and
Contingencies for a Total Project Amount of $919,780.00 and Adopt Appropriation Ordinance (ADJACENT
TO COUNCIL DISTRICT 3)
RECOMMENDATION:
It is recommended that the City Council:
Authorize a transfer in the amount of $919,780.00 from the Water and Sewer Operating Fund to the Water
Capital Projects Fund;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water
Capital Projects Fund in the amount of $919,780.00; and
3. Authorize the execution of a contract with Blastco Texas Inc., in the amount of $869,780.00 for the Stage
Coach Ground Storage Tank Rehabilitation and Rehabilitation and Repaint Project.
DISCUSSION:
The Stage Coach 5.5 million gallon (MG) Ground Storage Tank (GST) provides potable water storage for the
Westside II Pressure Plane area within the City of Fort Worth. This GST was constructed in 1980 and
repainted in 2001. After 15 years of service, the existing coating system is in need of replacement again, as
required to protect the structural steel tank from corrosion.
On March 6, 2014, a Request for Qualifications (RFQ) was issued for several Water Department projects
including potable GST rehabilitation projects. On Apri19, 2014, a total of six proposals were received from
engineering consultants for the tank rehabilitation projects. A Staff selection committee recommended
Neel−Shaffer, Inc., for the Stage Coach GST rehabilitation project. On July 22, 2014, (M&C
C-26878) the City Council authorized execution of an Engineering Agreement with Neel—Schaffer, Inc., for
the design and preparation of contract documents for the recoating and structural repairs of the Stage Coach
GST.
The project was advertised on November 13, 2014 and November 20, 2014, in the Fort Worth
�Star—Telegram. On December 11, 2014, the following bids were received:
iastco Texas bac.
.G. Paintin�, L.P.
,$869, 780. 00
$876,820.00
Inc. $891,564.00
calendm�
illiams Painting & Sandbl
Construction Utilities, Inc.
59.850.00
I .Y
Tank Pro, Inc. $1,010,763.00
UCL Inc. $1,012,840.00
Landmark Structures I, LP $1,084,000.00
L.C. United Painting Co., Inc. $1,656,100.00
Atlas Painting and Sheeting Corp $1,149,000.00
MK Painting, Inc. $1,215,500.00
Classic Protective Coatings, Inc. $1,371,150.00
TMI Coatings, Inc. $1,469,280.00
In addition to the contract cost, $25,000.00 is required for staff project management and $25,000.00 is
provided for project contingencies.
M/WBE Office — Blastco Texas, Inc., is in compliance with the City's BDE Ordinance by committing to
eight percent MBE participation. The City's MBE goal on this project is eight percent.
The project is located within the City limits of White Settlement, adjacent to COUNCII, DISTICT 3, Mapsco
361—B2.
FISCAL INFORMATION:
The Financial Management Services Director certifies that upon approval of the above recommendations and
adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as
appropriated, of the Water Capital Projects Fund. The Fiscal Year 2015 operating budget includes
appropriations of $51,724,257.00 for the purpose of providing pay—as—you—go funding for capital projects.
The amount transferred year to date is $25,780,673.00 in the operating budget.
FUND CENTERS:
TO Fund/Account/Centeis
1&21 P253 476045 6001802316ZZ
21P253 511010 600180231680
21P253 541200 600180231680
FROM Fund/Account/Centers
�919.780.00 11 PE45 538040 0609020
$25.000.00 31 P253 541200 600180231680
$894,780.00
CERTIFICATIONS:
Submitted for Citv Manager's Office b�
OriginatingDepartment Head:
Additional Information Contact:
ATTACHM�NTS
Fernando Costa (6122)
Andy Cronberg (5020)
Farida Godeiya (8214)
1. 60STAGE COACH GST REHAB — REPAINT P253 AO15(Rev 1.15.151.docx
2. Blastco Texas Inc SAM SEARCH.pdf
3. Compliance for Blastco Texas Inc.pdf
4. FAR-00002 CIP#02316 P253.pdf
5. PE45-538040-0609020.docx
6. Staee Coach GST Site.pdf
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ADDGNDA
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SECTION 00 0515
ADDENDA
ADDENDUM NO. 1— DECEMBER 8, 2014
This Addendum modifies the plans and bid documents dated November 17, 2014, as noted
within, and shAll become a part of the contract documents. Bidders shall acknowledge
receipt of this Addendum in the space provided on page 3 of the Bid Form (Section 00 41
00). Failure to do so may subject bidder to disqualificarion.
l. Agreement shall be modified to allow 120 days for Final Acceptance.
2. The current pre-qualified bidders are (contractors listed in the original contract docume�tts):
American Suncraft Co.; J.R. Stelzer Co.; N.G. Painting, L.P.; Blastco; TMI Coatings; A&M
Construction and Utilities; Classic Protective Coatings; L.C. United Painting Co. and Tank
Pro, Inc. Since then, the following contractors have been prequalified: Landmark; Williams
Painting & Sandblasting, Inc.; M.K. Painting, Inc. and Utility Service Group.
3. Since there is a pump station at the site there is a guaranteed availability of minimum power.
For example, using tlie power from tl�e site for small 110/120 V power tools, should be ok.
For bigger items, e.g. sand blasting equipment, compressors etc., the power may be available;
however the contractor would have to bring required cables/splicing equipment etc. If the
power is not available at tlle site for bioger equipment and/or larger needs, the contractor
would have to bring their own generators, fuel etc. The FWWD wi(t definitely work �vith the
cotrtractor for the power availability at tlie site.
4. Cutting a larger access for construction will be at the Contractor's option. All AWWA
requirements will liave to be met. X-rays of the repair welds will be required.
32 �ND F SECTION
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C(TY O� PORT WORTH
STANDARD CONSTRUCTION SPECI�ICATION DOCUMENTS
Revised July l, 2011
Stagc Coach Ground Storagc Tank Rchabilitation
Project No. 02316
001113-I
INVITATION TO BIDDERS
Page 1 of 2
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SECTION 00 11 13
INVITATION TO BIDDERS
REC�IPT OF BIDS
Sealed bids for the construction of the Stage Coach Ground Storage Tank Rehabilitation Project
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 PM CST, Thursday, December 11, 2014, and bids will be opened publicly and read
aloud at 2:00 PM CST in the Council Chambeis.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following: structtual repaiis and removal and
recoating of a 5.5 million gallon welded steel gcound storage tank, located at 8608 West Freeway,
Foi•t Worth, TX 76108.
PREQUALIFICATION
The improvements included in this project must be performed by a contractor who has been pre-
qualified to bid this project by the City prior to the bid opening. The procedures for qualification
and pre-qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http:Uwww.fortworth og v.org/purchasin�/ 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
supplieis.
Copies of the Bidding and Contract Documents may be pw•chased fi�om Neel-Schaffer, Inc.,
located at 512 Main Street, Fort Worth TX 76102, 817-870-2422, attention Mr. Jim Amick.
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with half size drawings: $100.00
PREBID CONF�RCNC�
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DAT�: December 4, 2014
TIME: 10:00 AM
PLACC: City Hall, Conference Room 225, 1000 Throckmorton St, Fort Worth TX 76102
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City i•eserves the right to waive ii•regularities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Farida Godeiya, City of Fort Worth Water Department
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
1 Email: Farida.Goderya@foi�tworthtexas.gov
2 Phone: 817-392-8214
3 AND/OR
4 Attn: Jim Amick
5 Email: Jim.Amick@Neel-Schaffer.com
6 Phone: 817-870-2422
7
8 ADV�RTIS�M�NT DATCS
9 November 13, 2014
10 November 20, 2014
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12 END OF SECTION
�
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
001113-2
INVITATION TO BIDDERS
Page 2 of 2
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
002113-1
INSTRUCTIONS TO BIDDERS
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S�CTION 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 peison, firm, partnership, company, association, or corporation acting
directly thi•ough a duly authoi•ized representative, submitting a bid foi• performing
the work contemplated under the Contract Documents.
1.2.2. Nonresident Biddet•: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid foi• performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hei•einaftey 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 Bidder•s 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 subcontractois are required to be prequalified foi• the work types
requiring prequalification at the time of bidding. Bids i•eceived fi•om contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement woi•k types and documentation are as follows:
3.1.1. Paving — Requirements document located at;
https://proj ectpoi nt.buzzsaw.com/fortworthgov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TP W%20Paving
%20Contractor%20Prequalification%20Program/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PA V ING%2000NTRACTORS.PDF?public
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at;
https://projectpoint.buzzsaw.com/fortworth�ov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TP W %20 Paving
%20Contractor%20Prequalification°/a20Pro�ram/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAV1NG%2000NTRACTORS.PDF?public
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised November 27, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
0021 13-2
INSTRUCTIONS TO BIDDERS
Page 2 of 10
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3.1.3. Water and Sanitary Sewer — Requirements document located at;
https://projectpoint.buzzsaw.com/fortworthgov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalification/W ater%20and%2
0 Sanitary%20 Sewer%20Contractor%20Prequalification%20Pro�ram/ W S S%20pre
q_ual%20requirements.doc?publ ic
3.2. Each Bidder unless currently prequalified, must be pi•epared to submit to City within
seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
45 11, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low
bidder(s) for a project to submit such additional information as the City, in its sole
discretion may require, including but not limited to manpower and equipment records,
information about key personnel to be assigned to the project, and construction schedule,
to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Based upon the City's assessment of the submitted
information, a recommendation regarding the award of a contract will be made to the
City Council. Failure to submit the additional information, if requested, may be grounds
for rejecting the apparent low bidder as non-responsive. Affected contractors will be
notified in writing of a recommendation to the City Council.
3.4. In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
3.5. Special qualifications required for this project include the following: a company financial
evaluation, company historical schedule compliance, evaluation of proposed project
manager and project superintendent, and company work histoiy. All contractors must
receive a special pre-qualification to bid on storage tank rehabilitation projects. The City
will accept previous special prequalification approvals from the last two years from the
following firms:
American Suncraft Co.
J.R. Stelzer Co.
N.G. Painting, L.P.
B lastco
TMI Coatings
A&M Construction and Utilities
Classic Pi•otective Coatings
L.C. United Painting Co.
Tank Pro, Inc.
All other firms wishing to bid on this project must submit a special pre-qualiiication packet, in
accordance with Section 00 45 11 "Bidders Pre-Qualiiications". Pre-qualification
packets must be sent to Farida Goderya, 817-392-8214,
Farida.Goder�a(c�,fortworthtexas. o�v.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised November 27. 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
I I�
0021 13-3
INSTRUCTIONS TO BIDDERS
Page 3 of 10
2 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
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4 4.1. Before submitting a Bid, each Bidder shall:
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6 4.1.1. Examine and carefully study the Contract Documents and other related data
7 identified in the Bidding Documents (including "technical data" referred to in
8 Paragraph 4.2. below). No information given by City or any representative of the
9 City other than that contained in the Contract Documents and officially
10 promulgated addenda thereto, shall be binding upon the City.
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12 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
13 site conditions that may affect cost, progress, performance or furnishing of the
14 Work.
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16 4.1.3. Considei• federal, state and local Laws and Regulations that may affect cost,
17 progress, performance or furnishing of the Work.
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19 4.1.4. Study ail: (i) reports of explorations and tests of subsurface conditions at or
20 contiguous to the Site and all drawings of physical conditions relating to existing
21 surface oi• subs�u•face sti•uctures at the Site (except Undeiground Facilities) that
22 have been identified in the Contract Documents as containing reliable "technical
23 data" and (ii) reports and drawings of Hazardous Enviromnental Conditions, if any,
24 at the Site that have been identified in the Contract Documents as containing
25 reliable "technical data."
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4.1.5. Be advised that the Conh�act Documents on file with the City shall constit�ite all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the foi•m of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
36 4.1.6. Perform independent research, investigations, tests, borings, and such other means
37 as may be necessary to gain a complete knowledge of the conditions which will be
38 encountered during the consh�uction of the project. On request, City may provide
39 each Bidder access to the site to conduct such examinations, investigations,
40 explorations, tests and studies as each Bidder deems necessaiy for submission of a
41 Bid. Bidder must fill all holes and clean up and restore the site to its former
42 conditions upon completion of such explorations, investigations, tests and studies.
43
CITY OF FORT WORTH Stage Coaclt Ground Storage Tank Rehabi(itation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised November 27, 2012
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002113-4
INSTRUCTIONS TO BIDDERS
Page 4 of 10
4.1.7. Determine the difficuities of the Work and all attending circumstances affecting the
cost of doing the Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessaj•y for full and complete information upon which the proposal is to be based.
It is understood that the submission of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents wili not be
allowed.
4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementaiy Conditions for identification of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by City in preparation of the Contract Documents.
The Iogs of Soil Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Undetground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn fi•om any "technical data" or
any other data, interpretations, opinions or information.
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
Contcact Documents and applying the specific means, methods, techniques, sequences or
procedures of constt•uction (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 t•esolved 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.
CI7'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
0021 13-5
INSTRUCTIONS TO BIDDERS
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4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covei•ed by
Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
Documents.
5. Availability of Lands for Worlc, Etc.
5. L The lands upon which the Work is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporaty construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structul•es or permanent changes in existing
facilities are to be obtained and paid for by City unless otherwise provided in the
Contract Documents.
5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
the award of contract at any time before the Bidder begins any construction work on the
project.
5.3. The Bidder shall be prepared to commence construction without all executed right-of-
way, easements, and/ol• permits, and shall submit a schedule to the City of how
construction will proceed in the other• ar•eas of the project that do not requir•e 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 oi• before 2 p.m., the Monday pt•iot• to the Bid opening. Questions
received after this day may not be responded to. Interpi•etations 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 fo�•tnal 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: Faf•ida Gode�ya, Water Departnzent
Email: Farida.Godeiya@fortworthgov.org
Phone: 817-392-8214
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 27, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
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0021 13-6
[NSTRUCTIONS TO BIDDERS
Page 6 of 10
6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legaily effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution.
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form. As indicated and defined in the Bid Form, substantial completion shall be
achieved on this project within 120 calendar days from the effective date of the notice to
proceed. Final Completion shall be achieved within 150 calendar days fi•om the effective
date of the notice to proceed.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement and defined in the bid Form.
Due to the criticality of the Stage Coach Ground Storage Tank to the Foi�t Worth water
system, liquidated damages have been set at $500 per calendar day for both substantial and
final completion.
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 specifed in the Bidding Documents that a°substitute" or "or-
equal" item of material or equipment may be furnished or used by Conh�actor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedw•e foj• submission of any such application by Contt•actor
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 01 25 00 of the General Requit•ements.
11. Subcontractors, Suppliers and Others
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3 Project No. 02316
Revised November 27, 2012
0021 13-7
INSTRUCTIONS TO BIDDERS
Page 7 of i0
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11. L In accordance with the City's Business Diversity Enterpi•ise 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 Oi•dinance can be
obtained from the Office of the City Secretaiy. 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 fi•om 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 peison
or organization against whom Contractor has reasonable objection.
12. Bid Form
12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the City.
12.2. Ail blanks on the Bid Form must be completed by printing in ink and the Bid Form
signed in inlc. Erasures or alterations shall be initialed in ink by the peison 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 wot•ds and the price in written
nutnerals, the price in written words shall govern.
12.3. Bids by corporations shall be executed in the col•por•ate name by the president or a
vice-pt•esident or other coiporate officei• 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 appeac 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.
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12.7
Bids by individuals shall show the Bidder's name and official address.
Bids by joint ventures shall be executed by each joint venturet• in the manner•
indicated on the Bid Form. The official address of the joint venture shall be shown.
12.8. All names shall be typed oi• printed in ink below the signature.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised November 27, 2012
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0021 13-8
INSTRUCTIONS TO BIDDERS
Page 8 of 10
12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be iilled in on the Bid Form.
12.10. Postal and e-mail add�•esses 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 delivety system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on the face of it.
1�. Modification and Withdrawal of Bids
14. l. Bids addressed to the City Manager and filed with the Purchasing Ofiice cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
14.2. Bidders may modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
15. Opening of Bids
Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
abstract of the amounts of the base Bids and major alternates (if any) will be made available
to Bidders after the opening of Bids.
16. Bids to Remain Subject to Acceptance
All Bids will remain subject to acceptance for the time period specified for Notice of Award
and execution and delivery of a complete Agreement by Successful Bidder. City may, at
City's sole discretion, release any Bid and nullify the Bid security prior to that date.
17. Evaluation of Bids and Award of Contract
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised November 27, 2012
0021 13-9
INSTRUCTIONS TO BIDDERS
Page 9 of 10
1 17.1. City reseives the right to reject any or all Bids, including without limitation the rights
2 to reject any or all nonconfor•ming, nonresponsive, unbalanced oi• conditional Bids
3 and to reject the Bid of any Bidder if City believes that it would not be in the best
4 intei•est of the Project to make an award to that Bidder, whether because the Bid is
5 not responsive or the Bidder is unqualified oi• of doubtful financial ability or fails to
6 meet any other pertinent standard or criteria established by City. City also reserves
7 the right to waive informalities not involving p1•ice, contract time or changes in the
8 Work with the Successful Bidder. Discrepancies between the multiplication of units
9 of Work and unit prices will be i•esolved in favor of the unit prices. Discrepancies
10 between the indicated sum of any column of figures and the coi•rect sum thereof will
11 be resolved in favor of the correct sum. Discrepancies between words and itgures
12 will be resolved in favor of the words.
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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 conti•act or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory mamler, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
othei• petsons and organizations proposed for those poi•tions of the Work as to which
the identity of Subcontractoi•s, 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 pi•iot• to the
Notice of Award.
31 17.3. City may conduct such investigations as City deems necessary to assist in the
32 evaluation of any Bid and to establish the responsibility, qualifications, and financial
33 ability of Bidders, proposed Subcontractors, Suppliers and other• peisons and
34 organizations to perform and furnish the Woi•k in accoi•dance with the Contract
35 Documents to City's satisfaction within the prescribed time.
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17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Conti•act, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest i•esponsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
44 17.6. Pursttant to Texas Government Code Chapter 2252.001, the City will not award
45 contract to a Nom�esident Bidder unless the Nom�esident Bidder's bid is lower than
46 the lowest bid submitted by a responsible Texas Biddei• by the same amount that a
47 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
48 cotnparable contract in the state in which the nom•esident's principal place of
49 business is located.
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C1TY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised November 27. 2012
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00 21 13 - 10
[NSTRUCTIONS TO BIDDERS
Page 10 of 10
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 Awat•d to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certificates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS Project No. 02316
Revised November 27, 2012
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00 35 13
BID FORM
Page 1 of 1
SECTION 00 35 13
GON�LI�CT OF INTEREST AFFIDAVIT
�ach bidder, ofi�eror, or respondent (hereinafter afso referred #o as "you") to a Cityaf �Fort Worth (also
' r�fierrsd to as "City") procurement are required to �complete Confilict of Inter�st Questionnaire (ths
at�a�hed �CIQ �orm) and-! ocal Governm�ent�Offic.,�-�onflic#s Disclosure �#atement•�the attached CIS
' form) below pursuant to state law. ihis afifidavit will r,sr#iFy that #he �idder has on file with #he �City
�Sec�ra+�ary #hs r-�quired documen#ation ar�d is eligib4s �o bid on �i#y Wark. The a-�ferenced forms rriay also
be�l�wnloaded firom the website links provici�d beiow.
http:!/www.eth ics.state.#x. u s/form s/C I Q.pdf
htt�:/lwww.ethics.state.tx. us/form s/CIS. pdf
i
� CIQ Form is on fil� wi#h City Sec�re#ary
fl � form is being �rovided to the �ity �ecretary
❑ �IS Form is on �File with �City'Secretary
0 �CIS �orm is being provided to ##�e City �ecre�tary
BIDDER:
Blastco �exas, Inc.
� 5514 East Hampton Dr.
� Houston, Texas 77039
By: Jay Soper
Signature:
✓
0 Title: o ice President/General Manager
END OF SECTION
�
CITY OF fORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
1 I ,
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BE IT RESOLV�D by the Board of Directors of Blastco Texas Inc. in a meeting duly
assembled that Jay Soper, General Manager/Vice President of the Corporation, be, and
he is he:eby authorized, empowered and directed for and on behalf of the Corporation to
negotiate for and sign any and all bid proposals and/or�contracts which this�corporation
might enter into for the furnishing of services for the Corporation under such terns,
conditions, and stipulates, and for such consideration as he might deem to the best
interest of the Corporation.
I, Cheryl Soper, Secretary of Blastco Texas Inc., do hereby certify that the above
foregoing is a true and correct copy of a�esolution unanimously adopted at a aneeting of
the Board of Directors of said Corporation held on the 2�`h day of January 2014, at which
meeting all members of the Board of Directors were present and voted thereon and that
said Resolution has been spread upon the minute books of the Corporation and same is
now in full force and effect.
i
�_ �
WITNESS MY SIGNATURE this 2nd day of May, 2014 at Houston, Texas.
� 6�
Secretary �
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BID FORM
Page 1 of 3
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of fort Worth, Texas 76102
�FOR:
�City Project No.: 02316
U nits/Sections:
1. Enter Into Agreement
Stage Coach Ground Storage Tank Rehabilitation Project
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 ali of the terms and conditions of the INVITATION TO BIDDERS and
If�tSTRUCTIONS i0 BIDDE#2S, including without limitation those dealing with the disposition of Bid 8ond.
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 in#erest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any collusive agreement or rules of any group,
association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to reffain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or�oercive 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 a�tificial non-competitive
levels, or (c) to deprive City of the benefits of free and open competition.
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c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without
the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive
levels.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bfd Proposal Workbook
a. LisF:uvork #ype here or space.
b. List'uvork fype here or.space
c. °List work type here orspace
d. �l;isC work typs here �r space��' .'�:
4.1. The Work will be complete for Final Acceptance within 1•20 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the•Generai Conditions.
t�
0o a� o0
BID FORM
Page 2 oi 3
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their
property to influence their participation in the bidding process or affect the execution of the
Contract.
3. Prequalification
ihe 8idder acknowiedges that the following work types must be performed only 'by prequatified contractors and
subcontractors:
4. Time of Completion
4.2. Bidder aocepts the provisions of the Agreement as to liquidated damages in the event of failure io compiete
the Work {and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph
5.01 of the General •Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, �Section 00 43 37
e. MWBE Forms {optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City�Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
(
6. Total Bid Amount
6.1. Bidder will �complete the Work in accordance with the Contract Documents for the following bid amount. In the
space provided below, please enter the total bid amount for this project. Only this figure will be read publicly
by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposai that the total bid amount entered below is
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION OOCUMENTS
Form Revfsed 20120327 00 41 00 00 4313_00 42 43 00 43 37_00 45 12_00 35 13 Bid Proposal Workbook
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00 41 00
BID FORM
Page 3 of 3
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.
7. Bid Submittal
This Bid is �submitted on December 11, 2014 by the entity named below.
Respectfully submitted, /
By:
(S' riature)
Jav Soper
(Printed Name)
Title: Vice PresidenUGener,
Company: Blastco Texas, Inc.
Address: 5514 East Hampton Dr.
Houston, Texas 77039
State of Incorporation: Texas
Emaii: viriinia.harpCa)tiwarren.com
Phone: 281-590-3200
END OF SECTION
( �
Receipt is acknowledged of the Initial
following Addenda:
Addendum No. 1: i! � '
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Corporate Seal:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
00 4. �S
Ilm PItOi'bSAL
Papclofl
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SECTION 00 42 43
PROPOSALFORM
UNIT PRICE BID
Bidder's Application
END OF SECTION
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C�IY OF fORT \t'00.i11
SiANllARU CONS7RUCT10N SPC-CIfICAT10N UOCUAI[NI'S
Fam Rniu.1:0120120 Oid Prtyrs�l \Vakbook
00 43 13
BID BOND
Page 1 of 1
SECTION 00 43 13
BID BOND
KNOW ALL BY THESE PRESENTS:
That we, (Bidder Name) Company Name Here hereinafter
called the Principal, and (Surety Name) Surety fVame Herc.
a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety,
are held and firmly bound unto the City, hereinafter called the Obligee, in the
sum of Spell Out Numbers Here and No/100 Dollars
($ IVumerals I-I��re .00), the payment of which sum will be well and truly made and the
said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally, firm by these presents.
WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee,
identified as Stage Coach Ground Storage Tank Rehabilitation Project
0
NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to
the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the
Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal,
then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of
such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in
accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the
Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the
Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference
between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount.
SIGNED this day of
, 2014.
By: Company Name Here
(Signature and Title of Principal)
*By: Surety Name Here
(Signature of Attorney-of-Fact)
'Attach Power of Attorney (Surety) for Attorney-in-Fact
Impressed
Surety Seal
Only
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
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SECTION 00 43 37
VENDOR�COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2�2 was adopted for the award of contracts to nonresident bidders. This �law
provides that, in order to be awarded a con#ract as low bidder, nonresident bidders (auk-of-state contractors
whose corporate offices or principal place of business are ou#side the State of T�exas) #�id 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 wo�ald be required to underbid a nonresident bidder in
order to obtain a comparable con#ract in the State which the nonr•esident's principal ptace of businsss is located.
The appropria#e'blanks in Section A must be filled out by all nonrssident bidders in order-for your bid to mest
specifications. The failure of nonresident bidders to do so will automati:,ally disqualify #ha# bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State �aw. A copy of the
statute is attached.
Nonresident bidders in the State of , our principal place of �business,
are not required to underbid resident bidders.
B. The principal place of business of our �company or our parent company or majority owner is
in the S#ate of Texas. �
BIDD�R:
Blastco Texas, Inc.
5514 East Hampton Dr.
Houston, Texas 77039
0
By: Jay Sopsr
�(Signature)
Title: Vi President/�er�eral Manager
Date: � 2�' I C� "--" ��---
�i
� �'
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 00 41 00_00 4313 00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook
_y
ooasu-i
BIDDERS PREQUALIFICATIONS
Page 1 of 2
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
4 1. Summary: All contractors are required to be prequalified for this specific project by the City
5 prior to submitting bids. To be eligible to bid the contractor must submit the required
6 prequalification paperwork within the time stipulated, and be approved by the City prior to
7 the bid opening.
8
9 Prequalification information must be submitted to the designated City Project Manager at
10 least seven (7) days prior to the date of the opening of bids. In order to expedite and facilitate
11 the approval of a Bidder's Prequalification Application, the following records must
12 accompany the submission:
13 a. FINANCIAL - A complete set of current audited or reviewed financial statements.
14 (1) Classified Balance Sheet
15 (2) Income Statement
16 (3) Statement of Cash Flows
17 (4) Statement of Retained Earnings
18 (5) Notes to the Financial Statements, if any
19 b. EXPERIENCE — For an experience record to be considered to be acceptable, it must
20 reflect the experience of the firm in performing tank rehabilitation projects.
21 Experience must be on projects that wet•e completed no more than fve years prior to
22 the bid date. A minimum of three references must be included. References must
23 include a contact person, telephone number, project name, total cost, and type of
24 work performed.
25 c. EQUIPMENT — The prospective bidder shall list the equipment that the Contractor
26 has available for the project and list the equipment that the Contractor wiil rent as
27 may be required to complete the project.
28 d. PERSONNEL AND SCHEDULE: The prospective bidder shail submit the names
29 and resumes for the proposed project manager and project superintendent. This
30 infoimation shall include a list of all projects that the proposed project manager and
31 project superintendent completed within the last five years to demonstrate ability to
32 complete complex tank rehabilitation projects in a timely manner. Provide list of
33 contact persons (preferably field inspectors or resident engineers) with names and
34 phone numbers.
35 e. ORGANIZATION: A certified copy of the frm's organizational documents
36 (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of
37 Formation, LLC Regulations, Certificate of Limited Partnership Agreement).
38 f. TAX INFORMATION: The firm's Texas Taxpayer ldentification Number as issued
39 by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer
40 Identification number visit the Texas Comptroller of Public Accounts online aY the
41 following web address www.window.state.tx.us/taxpermit/ and fil out the
42 application to appiy for your Texas tax ID.
43
44 2. Prequali�cation Financial Statement Requirements
45 a. Financial Statements. Financial statement submission must be provided in
46 accordance with the following:
47 (1) The City requires that the original Financial Statement or a certified copy
48 be submitted for consideration.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July 1, 2011
00 �►s u - z
BIDDERS PREQUALIFICATIONS
Page 2 of 2
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms perfarming audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit repol�t or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S, dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the conti•acting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualiiied
18 opinion on the statements taken as a whole.
19 (7) The City reseives the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital = current assets — curcent
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32
33 3. �ligibility to Bid
34 a. The City shall be the sole judge as to a contractor's prequalification.
35 b. The City may reject, suspend, or modify any prequalification for failure by the
36 contractor to demonstrate acceptable financial ability or performance.
37 c. The City will isst�e a letter as to the status of the prequaliiication approval.
38
39
40 �ND OF S�CTION
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July I, 201 1
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
List work type here or space !�: ��; � �; � „rr�, !-� �, r �� ;_,-: ; ��. •, , �,, �,
List work type here or space �����; i���r�i�,����: �' � �,; ,,'�
List work type here or space �:�c; � � � , � " �����;r _ , . ,:
LISt WOfiC tyj�@ il@f2 Of SpaC@ C;C�ii!j?riil�j j�l il�l�_ '�� '� :,,S.�C;' � , I! .,"�
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
Company Name Here
Address Here
Address Here or Space
City, State Zip Code Here
By: Printed Name Here
(Signature)
Title: Title Here
Date:
��
U
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
END OF SECTION
00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.xls
FORTWORTH
SECTION 00 45 13
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Name under which you wish to qualify
Post Office Box
Mark only one:
City
Individual
Limited Partnership
General Partnership
Corporation
Limited Liability Company
State Zip Code
Street Address (required) City State Zip Code
( ) ( )
Telephone Fax Email
Texas Taxpayer ldentification No.
Federal Employets Identification No.
DUNS No. (if applicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCICMORTON STREET
FORT WORTH, TEXAS 76102-6311
AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION"
00 45 13 - 2
BIDDER PREQUALIFICATION APPLICATION
Page 2 of 8
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm:
(Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is
checked)
� Has fewer than 100 employees
and/or
� Has less than $6,000,000.00 in annual gross receipts
OR
� Does not meet the criteria for being designated a smali business as provided in Section
2006.001 of the Texas Government Code.
The classification of your frm as a small or large business is not a factor in determining eligibility to
become prequalified.
MAJOR WORK CATEGORIES
' Water Department
Augur Boring - 24-inch diameter casing and less
Augur Boring - Greater than 24-inch diameter casing and greater
Tunneling — 36-Inches — 60 —inches, and 350 LF or less
Tunneling - 36-Inches — 60 —inches, and greater than 350 LF
Tunneling — 66" and greater, 350 LF and greater
Tunneling — 66" and greater, 350 LF or Less
Cathodic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
' Water Transmission, Urban/Renewal, 24-inches and smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, Ali Sizes
' Water Transmission, Urban/Renewal, All Sizes
Sewer Bypass Pumping, 18-inches and smaller
Sewer Bypass Pumping, 18-inches — 36-inches
' Sewei• Bypass Pumping 42-inches and larger
CCTV, 8-inches and smaller
, CCTV, 12-inches and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
' CCTV, 42-inches and smaller
- CCTV, 48-inches and smaller
CITY OF FORT WORTH Stage Coacli Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS Project No. 02316
Revised December 2Q 2012
004513-3
BIDDER PREQUALIF[CATION APPLICATION
Page 3 of 8
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
Sewer CIPP, 42-inches and smaller
Sewer CIPP, All Sizes
Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, Development, 12-inches and smaller
' Sewer Collection System, Urban/Renewal, 12-inches and smaller
Sewer Intet�ceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Development, 42-inches and smaller
Sewer Interceptors, Urban/Renewal, 42-inches and smaller
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal, 48-inches and smaller
Sewer Pipe Enlalgement 12-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning , 24-inches and smaller
Sewer Cleaning , 42-inches and smaller
Sewer Cleaning , All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works
Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 squa►•e ya�•ds)
Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance (UNDER $1,000,000)
Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)
Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised December 20, 2012
1. List eauipment vou do not own but which is available bv rentin�
004513-4
BIDDER PREQUALIFICATION APPLICATION
Page 4 of 8
DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER
2. How many years has your organization been in business as a general contractor under your present
name?
List previous business names:
3. How many years of experience in construction work has your organization
had:
(a) As a General Contractor: (b) As a Sub-Contractor:
A *�x71-.�� ,�,«.,,on4� l,n� ...,,,. .,,.T�,,,.>.,t;..., ...,.,-,.,1„+,,,-1 :,-. T,,.,.,.. „«,7 ,.7..,....L.,.,.,.�
CLASS LOCATION NAME AND DETAILED
CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO
AMOUNT WORK COMPLETED STATE WHOM YOU REFER
*If requalifying only show work performed since last statement.
5. Have you ever failed to complete any work awarded to you?_
If so, where and why?
6. Has any officer or owner of your organization ever been an officer of another organization that failed to
complete a contract?
If so, state the name of the individual, other organization and reason.
7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her
name?
If so, state the name of the individual, name of owner and reason.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
004513-5
BIDDER PREQUALIFICATION APPLICATION
Page 5 of 8
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City?,
If so, when and to whom do you refer?
10. State names and detailed addresses of all pt•oducers from whom you have purchased principal
materials during the last three years.
NAME OF FIRM OR COMPANY DETAILED ADDRESS
11. Give the names of any affiliates or relatives currently debarred by the City. Indicate yout• relationship
to this peison or firm.
12. What is the construction experience of the principai individuals in your organization?
PRESENT MAGNITUDE
POSITION OR YEARS OF AND TYPE OF IN WHAT
NAME OFFICE EXPERIENCE WORIC CAPACITY
13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the
same household with a City etnployee, please list the name of the City employee and the relationship. In
addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholdet•, or
directoi• who does not live in the same household but who receives care and assistance fi•om that person as
a direct result of a documented medical condition. This includes foster children or those related by
adoption or marriage.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabi(itation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised December 20, 2012
00 45 13 - 6
BIDDER PREQUALIFICATION APPLICATION
Page 6 of 8
CORPORATION BLOCK PARTNERSHIP BLOCK
If a corporation: If a partnership:
Date of Incorporation State of Organization
Char•ter/File No. Date of organization
President Is partnership general, limited, or registered limited
liability partnership?
Vice Presidents
File No. (if Limited
Partnership)
General Partners/Officers
Secretaiy Limited Partneis (if applicable)
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No. Individuais authorized to sign for Partnership
Officers or Managers (with titles, if any)
�xcept ior limiteq partners, the individuals listed in the blocics above are presumed to have full
signature authority for your firm unless otherwise advised. Should you wish to grant signature
authority for additional individuals, please attach a certified copy of the corporate resolution,
corporate minutes, partnership agreement, power of attorney or other legal documentation which
grants this authority.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 2Q 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
00 45 13 - 7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
14. Equipment
TOTAL
BALANCESHEET
ITEM QUANTITY ITEM DESCRIPTION VALUE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Various-
TOTAL
Similar types of equipment may be lumped together. lt your iirm has more tnan su types or equipment,
you may show these 30 types and show the remainder as "vat•ious". The City, by allowing you to show
only 30 types of equipment, resei•ves the right to request a complete, detailed list of all your equipment.
The equipment list is a representation of equipment under the conti•ol of the firm and which is related to
the type of work for which the firm is seeking qualification. In the description include, the manufacturer,
model, and general common description of each.
C[TY OF F02T WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised December 20, 2012
004513-R
�31UDf?R PR�QUALII�ICA"I'ION APPLICA'I'ION
Pagc 3 of 8
I3IDDER PREQUALIFICATION AF'rIDAVI'T
STATE OF � E' l v
COUN'TY OF I� r r)�
The undei•signed hereby declares that the foregoing is a true statement of the tinanci�l condition of the
entity het•ein tirst named, as of the d�te herein ti►•st given; that this statement is for the express purpose of
inducing the pacty to whom it is submitted to award the submittec a contraet; and that the accountant who
prepared the balance sheet �ccompanying this report as well as any depository, vendoc or any other
agency herein named is hereby authorized to supply each party with any information, while this statement
is in focce, necessacy to verif'y said statement.
�c:�.. ��,�" <'r"' , being duty sworn, deposes and says that
he/she is the � �( ,� i���-.� i�l ��E� (_����.,:�� ..l I�'Ic�,r�;: �� �, of _ ��'��uc,� �c �; (�nc;�.>� 1 r�� �_. , the entity
described in and which executeci the foregoing statei ent that he/she is f�miliar with the books of the said
entity showing its financi�l condition; that the foi•egoing financial statement taken from the books of the
said entity as of the d�te thereof and that the answers to the questions of the foregoing Bidder
Prequalitication Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
c � GS TCU
�� r�XCxS, ��rc .
�
Swocn ko before me thi �
��h ZQ ?"�� ^" JESStCA MEDINA
_ day of �' u , �S :�;''' ''`•4fi Nofpry Vubflc, srate or rexoa
/� � ���, My Commisalon ExpUes
)� ''%'�' '�'' AUqus105, 2017
(�� / �/ ���Y�l J � h/N 1�
f � �.►w - —
, Notary Public
Notaiy Public must not be an officer, director, or stocicholder or �•elative thereof.
L�
C17'Y OP FOI2'I' WOIt'I'li S�agc Coach Ground Sturagc'fank RcheiUililation
S'I'ANDARf) CONS'I'ItUC'I'ION SPECIPICA'I'ION OOCUMIiN"I'S Project No. 0231G
IZcviscd f)ccembcr 20, 2012 .
�
00 �t> ze - i
('ON'I'RA("I'nK COMPI.IANC'li \VI"I'I I \VORKI?R'S ('O�-IPBNtiA"I'ION LA\V
Pagc I ul' I
l :,
2
3
4
5
G
7
s
9
SLCI'ION 00 45 26
CONTRAC'1'OR COMPLIANCI: WITH WORKF,R'S COMPF.,NSA`['ION LAW
Pursuant to '1'ex�s Labor Code Section 40GA9C(�), ns �n�ended, Co�itracto►• certi(ies th<it it
provides worker's compensation instu•ance coverage for all of its employees employed on City
Project No. 01953. Contractor furtliei• eei•tilics that, puistilnt to Texas Labor Code, Section
406.09C(b), as an�euded, it will provide to Cily its subcontractor's c;erti(icales ofcompliance with
worker's compensation covcragc.
l0
11
12
13
14
IS
1G
17
18
19
20
2l
22
23
24
25
2(>
27
28
29
30
31
32
33
34
35
36
37
38
39
CONTRACTOR:
��1 t��t�:• t•Cl) �E'X(..�J� 1v��' By; .�c'��� �1� ,� �.
Compiny (Please rint)'
`� `� %y �u�-+ �-I � w��r,- � y-, r �,
Signature: �
Address _
/ , �
_���vl�C��,��K:�'►� �i� ��t �������1 Title: �iL�'���(F':;�i�-�P_-Vl���_k'_IIC�►�t.'r� �����;'r1���2✓'
City/State/Zip (Please Print) �
THE STATE OF'I'EXAS §
COUNTY OF �A-R�-f1t�f`i` i'��'✓�.S §
BEFOIZE ME, the undersig►ied authority, on this day personally 1ppeared
��i SC�' +� _, laiown to me to be the peison whose name is
subscriUe�c{ to the foi•egoi = instil�ment aiid ackuowledged to me tliat he/she executed the same as
the act and deed of �G.6i��1 �,�w�, �he , for the purposes �nd
consideration thercin expressed and in the capacity therein stated.
UND�R MY HAND AND S�AL OF OI�FICE this �� day of
r�c� , 20L�
JESSICA MEDINA ,
Notory Publlc, State of iex�s �
My Commlasion Expires
-- Au9ust OB, 2017 _. �
� �/ I - �/L-�l
No Public in 1nd for the State of Texas
�ND Or SLC`1'ION
StagcConch Groimd Storngc'1'nnk Rchnbililation
Projcct No.0231G
crry o�� roa•r woit�r� i
S"I'ANDARD CONS'I'RUC'I'ION SPIiCII�ICA"t10N DOCUMGNI'S
Iteviscd July I, 201 I
L�J
00 �l5 =}0 - 1
M[NORITY [3USINESS ENTERPRISE GOAL
Page I of 1
I S�CTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
5 APPLICATION OF POLICY
6 If the total dollar value of tlle contract is greater than $50,000, then the MBE subcont�•acting goal
7 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
8 subcontracting goal is not applicable.
9
10
I1
12
13
14
15
16
17
18
19
20
��
22
23
24
25
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27
?g
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31
POLICY STATCMENT
It is the policy of the City of Fort Worth to enstire the full and equitable participation by Minority
Business Enterprises (MBE) in the procw�ement of all goods and services. All requirements and
regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
MBE PROJECT GOAL
The City's MBE goal on this project is 8% of the total bid Base bid applies to Parks a»d Conm�an�it��
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
requii•ed to comply with the intent of the City's Business Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MB� goal through MBC subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or
3. Good Faith Effort documentation, or;
4. Waiver documentation.
Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non-
responsive. Any questions, please contact the M/WBE Ofiice at (817) 392-6104.
32 SUBMITTAL OF R�QUIRED DOCUM�NTATION
33 The applicable documents must be received by the Managing Department, within the following
34 times allocated, in order for the entire bid to be considered responsive to the specifications. The
35 Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing
36 Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the
37 documentation in the time allocated. A faxed co y will not be accepted.
1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days afte►•
or exceeded: the bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractoc received by 5:00 p.m., five (5) City business days after
Utilization Fonn, if no MBE artici ation: the bid o enin date, exclusive of the bid o enin date.
4. Prime Contractor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days aftec
perform all subcontracting/supplier work: the bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed goal. the bid opening date, exclusive of the bid opening date.
38
END OF S�CTION
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
S"CANDARD CONS'I'RUCTION SPECIF[CATION DOCUMENTS Project No. 02316
Re��ised December 20, 2012
0o as a� - i
SMALL BUS[NESS ENTERPRISE GOAL
Page I of I
1 SECTION 00 45 41
2 SMALL BUSINESS ENTERPRISE GOAL
5 APPLICATION OF POLICY
6 If the total dollar value of the contract is greater than $50,000, then the SBE subcontracting goal may
7 be applicable. If the total dollar value of the contract is $50,000 or less, the SBE subcontracting goal
8 is not applicable.
9
10 POLICY STAT�MGNT
11 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small
12 Business Enterprises (SBE) in the proctu�ement of all goods and services. All requirements and
13 regulations stated in the City's current Business Diveisity Enterprise Oi•dinance apply to this bid.
14
l5 SBE PROJGCT GOAL
16 The City's SBE goal on this project is Noi7e of the total bid (Base bid applies to Parks cnad
17 Commamity Se���ices). Note: If both MBE and SBE slibcontcacting goals are establislled for this
18 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
19 deemed responsive.
20
21
22
23
?4
25
26
27
28
29
30
31
COMPLIANCG TO BID SPCCIFICATIONS
On City contracts greater than $50,000 where a SBE subcontracting goal is applied, bidders are
i•eqliired to coiilply with the intent of the City's Business Diversity Ordiilance by oue of the
following:
1. Meet or eaceed the above stated SBE goal through SBE subcontracting participation, or
2. Meet or exceed the above statecl SB� goal through SB� Joint Venture participation, or
3. Good Faith Gffort documentation, or;
4. Waiver documentation.
Failure to comply with the City's Business Divecsity Ordinance, shall result in the Bid being
considered non-responsive. Any questions, please contact the M/WBE Office at (817) 392-6104.
32 SUBMITTAL OF R�QUIRED DOCUMGNTATION
33 The applicable documents must be received by the Managing Department, within the following
34 times allocated, in order for the entire bid to be considered responsive to the speciiications. The
35 Offeror shall deliver the SBE documentation in person to the appt•opt•iate employee of the Managing
36 Depai•tmeilt and obtain a date/time receipt. S�ich receipt shall be evidence that the City reeeived the
37 documentation in the time allocated. A faxed co y will not be acce ted.
l. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City b�isiness days after
or exceeded: the bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date.
stated eoal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if no SBE participation: the bid opening date, exclusive of the bid opening date.
4. Prime Contcactor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days after
perfocm all subcontracting/supplier wocic the bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed goal. the bid opening date, exclusive of the bid opening date.
38 CND OF SGCTION
CITY OF FORT WORTH
STANDARD CONS7'RUCT[ON SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Groimd Storage Tank Rehabilitation
Project No. 02316
�() K'X '�C) h'1` H
... �...,._._
City of Fort Worth
MBE Subcontractors/Su fiers Utilization Form
A7TACMMENT1A
Page 1 of 4
MBEs Iisfed toward meeting the praject goal musf be laaated in the six (6) county marketplace at the tfine of
bid. Marketplace is the geographic area af Tarrant, Da(Eas, Denton,�Johnson Parker, and Wise caunties
ALL MBEs MUST BE CEI2TIFIED B�F'ORE CONTRACT AWARD.
Ceriificafion means those firms, located within the Marketpface, that have been datarmined to be a bondafide minority
business enterprise by the Nor#h Central Texas Regional Certification Agency (NCTRCA} or other certifying agencies
fhat the Ci#y may deem appropriate and accepted by the City of �ort Worfh.
Rev. 5/30/12
tden#ify all subcontractors/suppliers you will use on this project
f'ORI�WOR7'f{ ATTACHMENT 1A
� Page 2 of 4
Primes are required to ideniify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use addilional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if lhey 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 t Subcontracting Supplies Dollar Amount
Address e M w s M Work Purchased
TelephonelFax r B B B e
E E E E
Walnut Hill Paint Co.
Dallas, Texas
P:972-484-5800
F: 972-484-5706 ��� � ��;� � r 1 t
Email: Ischarlton@msn.com � ,
Contact Person: Jerry Hibberd �, }� `) �� + � �'- v �
• �i�� �)I �;C('
Bluebonnet Waste Control
PO Box 223845
Dallas, TX 75222 � `
P: 214-748-5221 ,� � ❑ ��i �<-1 L) �E�
Fax:214-748-6886 �
Email: �i � I ( (? �``.,
delia@bluebonneiwaste.com ��� ( � (,Y_>C,'
Contact Person: Delia Sewel
Ricochet Fuel Distributers
1201 Royal Parkway �
Euless, TX �� `
P:817-268-5910 � ❑ ❑
F: 817-282-7497 I I
Email: sbrett@ricochetfuel,com �� �� �`� `�c� 1��; ��_,� L��i��O�!
Contact Person: Sam Brett
❑ ❑
❑ ❑
❑ ❑
Rev. 5/30/12
�i�
f�oiir���ou•r��
AT7ACHMENT1A
Page 3 of 4
Primes are required to identify ALL subconfracforslsuppliers, regardless of status; i.e., Minoriiy and nan-MBEs. ��
Please iist MBE firm's firsi, use addifional sheeis if necessary. If a subcontractorlsupplier is identified as an SBE, please attach a copy
of the firms S�E certification if they have nof previously registered with the City's tvilWBE Office which may be contacfed for
verificafion. Please note fhat onl certified MBEs will be counted to meet an MBE oaf.
Attach �
NCTRCA Certificate �
SUBCONTRACTORlSUPPLIER �- n Detail Detail
Company Name i >: Subcontraciing Supplies pollar Amount
Address e M w 5 ;IN Work Purchascd
7elephone/Fax r e � g 8
E E E ,�.
� �
� �
� �
� �
� �
4____.1 �
Rev, 5/30/12
ro�i�r wori�rN
_„`'�'�_
A7TACHMENTIA
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers � 71,000
Total Dollar Amount of Non-MBE Subcontractors/Suppliers � 20,000
TOTAL DOLLAR AMOUNT OF ALL SUBCON7RACTORS/SUPPLIERS � 91,000
The Contractor will not make addltions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
Change/Addifion form. Any unJustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion wili affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination. j
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.
Authorized Slgnature
��
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Printed Slgn ture
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� `C c' f �-':� f (�C�yl ��-�C�.7E�Y1 � 'Zi I �C�YI �i4�'r ' L" � i'' ) � b t ! � � I /�l'y7, /"v'�� i � f ��,�y li-i�c � �
T(tIe Contac� amelTftle (ff dlfferent)
'� ` .
!� I��l."s�L� � `�i�.G(�l �Vl�' � �)l • � �'(.�) .�C (,r�� �
Company Name Telephone andlor Fax
��S �� �Cc��' �f�.���il���'1 IU: � ��; /' � i✓lict. �r� G-� �-(��i�rE'rI�CD�`7
Address E-mall A� r�ss
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F��� c � ; �,�c�� r� �, �k �� �O ti <, 1 � z �
CltylState/Zlp ^� Date
Rev. 5/30/12
ao sz a3 - �
Agreement
Page I of 4
SrCTION 00 52 43
2, AGREEMENT
3 THIS AGREEAZENT, authprized pn ��k� �—�'� —1,t�ls�") is made t)y and l�etween the City of Fort
4 Worth, a Te�as home rul municipality, actin ��l � al]Cl T11POU h its duly authorized City Manager,
5 �«City„�� and l�� ,,-,�� ���CC::";, ��"�- >
,
C> authorized to do business in Texas, acting by and th •ough its duly authorized representative,
7 ("Contractor").
8 Cit�� and Contractoi•, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORIC
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12
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15
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17
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19
2p
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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:
,S'ra r� Coach Gr•otnu�' Stnr•u c 7�a��k Relzabilitativ�z Pr•o'ect
033lfi
Article 3. CONTRACT TIMF.
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
�ocuments ai•e of the essence to this Conh�act.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 1�l) days after the date when the
24 Contcact Time cqmmences to run as provided in Parag�•aph 2.03 of the General Conditions.
25 3.3 Liquidated damages
26
27
28
29
30
31
32
33
34
Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Fivc Hactrc�re�l Dollars ($�f)D.DO) 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.
OPPICIAL RECORD
CI'�'V SEC6tETaRY
[F'�'� �I�f�,'R'EMr '�'1�
�! - - _ °
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised August 17, 2012
005243-2
Agreement
Page 2 of 4
,
�
35 Article 4. CONTRACT PRICE
36 City agrees to pay Contractor for performance of the Work in accordance with the Contract
37 Documents an amount in cuirent funds of Dollars
38 ($ ��,C�� � C � ),
39 Article 5. CONTRACT DOCUMENTS
40 5.1 CONTENTS:
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A. T'he Contract Documents which comprise the entire agreement between City and
Contractor concerning the Worlc consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Foirn
2) Vendor Compliance to State Law Non-ltesident Bidder
3) Prequalification Stateinent
4) State and Federal documents (project specific)
b. Current Prevailing Wage IZate Table
a Insurance ACORD Fonn(s)
d. Payment Bond
e. Perfonnance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Coinpensation Affidavit
i. MBE and/or SBE Commitment �'onn
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Conh�act Documents by attachment
or, if not attached, as incorporated by reference and descriUed 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 incoiporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
a Change Ordeis.
d. Letter of Final Acceptance.
�FFICIAL RECORD
CI1'�' �EGRETARY
�1'. ���iTW, '�'X
C1T'Y OF FORT WORTH
STANDARD CONSTRUCCION SPECIFICAI'ION DOCUMEN"I'S
Revised August 17, 2012
Stage Co�ch Ground Storage "1'ank Rel�abililation
Project No. 02316
00 52 43 - 3
Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
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6.1 Contractor covenants �nd agrees to indemnify, hold harmless and defend, �t its own
expense, the city, its officers, servants and employees, fi•om and against any and all
claims arising out of, or alleged to arise out of, the worlc and services to be performed
by tlie contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. 'This indemnification qrovision is snecificallv intended to onerate
and be effective even if it is alle�ed or proven that all or some of the dama�es bein
sought were caused, in whole or in part, bv any act, omission or ne�ligence of the ci�.
This indemnity provision is intended to include, witliout limitation, indemnity for
costs, expenses and legal fees incurred by the city in defe�iding against sucii claims aiitt
causes of actions.
6.2 Contractor covenants and agrees to indemnify ancl hold harmless, at its owyi espense,
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 �vorlc
and services to be performed by tlie contractor, its officers, agents, etnployees,
subcontractors, licensees or iYivitees under this contract. This indemnification
provision is speci4icallv intended to operate aYid be effective even if it is alle�ed or
proven that all or some of the darna�es bein� sou�ht were caused in whole or in nart
by any act. omission or ne�li�ence of the citv.
Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
98 have the meanings indicated in the General Conditions.
99 7.2 Assigmnent of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the City.
102 7.3 Successors and Assigns.
103 City and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreeinents and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of com�etent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon CITY and
110 CONTRACTOIZ.
111 7.5 Govei�ning Law and Venue.
112 This Agreement, including all of the Contract Documeiits is performable iil the State of
113 Texas. Venue shall be 'Tairant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
� � � � � ��'�� a ��.I,,'';�'i
CITY OF PORT WORTH
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
Stage Co:acli Cn•oui�d Storage'Cank [te�taUilitation
; ,PXojeci;No.O 316
�' �:i�: ,r.;� !u�� II f1 dd II i c
005243-4
Agreement
Page 4 of 4
115 7.6 Other Provisions.
116 The Contractor agrees to pay at least minimum wage per hour for all labor as the saine is
117 classified, promulgated and set out by the City, a copy of which is attached hereto and
118 made a part hereof the same as if it were copied verbatim herein.
119 7.7 Authority to Sign.
120
121
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125
126
127
Contractor shall attach evidence of authority to sign Agreeinent, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties (`Bffective Date")
Contractor:
�( i; ;�C (� ���7CG�=>, .�v'�c`
B
(�'rgnature)
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:� (.�'� ���'�y���"
(Printed Name)
Title:
City of Fort Worth
By:��,� ��
Fer�aando Costa
Assistant City Manager
Date �.,ZG�/S �- �`` ��� � l�
City �
(Seal)
7f'' `�v r� t
8 — �`�; �
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� $ �� ; ��::�
Address: l — r. , , "°O000�o���"
���f� �c���{�� i��,��, ��.�� ��:.. �'����
�— M&c �. � 2� i � 3
Date: c� �i_ ( � 31 �_ o��
City/State/Zip: '�i0� �}-{; +�, 1�����C.�`j prove to Form and Legality:
�- -- i � -- 1. �
Date Doug . Blacic
Assistant City Attorney
128
129
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135
136
137
APPROVAL RECOMMENDED:
�1 � 2t� � � -r_ c:_�r � . h �Y � i' �z.
'�,� lc�c '� r.s i7 , � L ��v �
i�T�trter Departme�2t
CITY OF FOR'f 4VOR'I'H
STANDARD CONSTRUCI'!ON SPECIFICATION DOCUMENTS
]tevised August 17, 2012
�
,
��i��d�`id�iL ���aV��
,�,, 'Ir'�(a!i�,���il','1jiP�%
�� Sta�e`Coffeh Gr�iiiid��totag� Ta � k Rebabilitatioo
P�oject No. 02316
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S�CTION 00 61 I3
PCRFORMANCG BOND
Bond # 1<09172713
Executed in Triplicate
THE STA'CE OF TFXAS _ §
. § KNOW ALL BY TNCSE PRESGNTS:
COUNTY OF• uArris §
TIIAI 14C, Blastco Texas Tnc . , known as
"Principal" hcrein and _„]Q(g��Qstar Fira lns►iranr.p [:nm��., a corporatc
surety(surettcs, if more than. onc) duly authorized to do business in tlic State of Texas, kno�vn as
`•Surcry" hcrcin (whether one or rnorc), are hcld and firmly bound unto thc City oC fott Worth, a
mtmicipal corporation crcutcd pursunnt to ihc laws ofTexas, known us''City" hcrcin, in thc pcnal
FJght Hundred Sixly N(ne Thousand Seveh Hundred Efghly S 00/10�0{lal'S
sum ot;
(� 869.780.OQ------------ ), la�vful moncy of tiu Unitcd States, to be paid in Fott Wonli,
Tarrant County,'f'exas far t}te pAymenl of �vhich sum wcil and truly to be mndc, �ve bind
ourselves. our heirs, cxecutors, administrt►tors, succcssors And assigns, jointly und scvcrally,
firmly by tltese prescnts.
l7 WHEREAS, the P�cipal hsis entered into � ceRain written contract with tlic City
ri
t x awarded thc �_ day of "� c.�tC:. 20 (_�. which Contract is hereby refcrred lo nrtd
1� made a part hereof for all purposes as if fuily set forth herein, to fumis{i ull muterials, equipment
?U labor And othcr accessorics defined by law. in thc prosecution oPtl�e Work, including ony Cl�angc
3 � Ordcrs, as provlded for in soid Coi�truct designatcd as .Sru,���� C.'vaclr <;rur�n�l Srnr�,�r 'I ���rk
22 Rch�rhilhuri�nr, Prc�%c'i7 :\'u, U2 a I d.
23
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NOW, T13CR�FORE, tltc condilion of tliis obli�t�tiort is such tl�at if tlie snid Principui
shalf faithCully perforin it obligntions undcr Ihc Contract and shall ift al! respecu duly and
fAithfully perform the Work, lncludin� Chnnge Orders, under dte Contract, nccording to the plans,
spccifications, and contr�ct docume�ts tfterein referred to, and tss �vell during uny period of
e�cicnsion ottlie Contract thAt mny bc grnmcd on thc purt of thc City, ther� tl�(s obli�ation shall Uo
and become null and void, othenvise ta rernnin in full torce And efY'ect.
29 PROVI�Eri FURTHER, thnt if any Iegal oction bc filed on this Bond, venue sha111ie in
3U "I'arrant Cou�ty, Texus or the United States l�Istrict Coutt for tha Norther» District of Te:cns, fort
� t �Vonh Division.
CITY OF F�R71VOttT11
STANUARD CONSTRUCTfON S1'IiCIFICA'I'ION D(KU�1I:NTS
RcvisedJuly 1,2D11
Stngc Coach Grourtd Stoiagc'I'onk R<habiliwtion
I�rojeet ro 0:314
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C�`��' 3ECRETARY
��'. �IIARTH, 'fiX
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00 61 I ) • :
I'i'sKl'ARMANCG RONI)
1'oge 2 of 2
I
I Tl�is bond is made and cxecutcd in complianc� wilh the provisions of Chaptcr 2253 of ihe
3 Tc�cas Govemment Code, as amcnded, and all liabilitics on this bond shall bc dctennined in
� accordancc with thc provisions of sald statue.
�1 IN WITNESS WH�R�OF, the Principal ond thc Surety have SIGNED and SEAI..ED
5 this instrument by duly autliori�.�d ugents and ofTiccrs on �liis thc � day of
6 'tc'_ �� r� , 20 �� .
7
8
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(Principal) Sec ctur�' Cl-t��.. �i �2Q—
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1 itnc ' s t� f'rincipnl ' r 4 J,��—�y��rv�E'��.
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�Vi�n�ss ns to Surcty
Sharon Foulk
I'RI�'CIPAL;
B1 �t .c� TPxa� TnC.
t3Y:
Signown:
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Numc un Ti�lo
nddress; 5514 Easthampton Street
J-Ioi�GtQrL.LX 77��A
tiUltfiTY:
Westchester Fire Insurance Com any
liY: � —_' _
T S(gnnture
Harold Miller Jr. Attornev-in-Fact
Numa ond'I'illc
�JansS: 436 Walnut Street
P O B�1�(L�
Philadel,nhia PA. 19106—
Tcl�phonc \umbrr: 215-640-1000
•Note: tf signed by an ofticer of tlie Surety Company, tiiere must be on fiie a certifed extrAct
!'rom the by-laws sl�owing tl�at this person hus authority to sign sucli obligatio�. If
Surcty's physical address is diffcront from i�s mniling address, botl� musi bc providcd.
The date of thc bond shall not bc prior to thc datc thc Contraci is awarded,
CfTY OF F4RT WOHTI I
ST�I:hARD COYSTRUCTION SP�CIFICA'I'tQN ptK'U�1F.NT5
Kr.�scJ lu►> �,2ot�
Stage Co�ch (iround Stornge Tank Rchnbdiuuon
Pm)ect Ko 0?71A
���l�8�1L RECORD
��`��( SECR@TQ►RY
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State of Illinois
County of DuPage
I, Karen E. Socha a Notary Public of DuPage County, in the State of Illinois, do
hereby certify that Harold Miller Jr. Attorney-in-Fact, of the Westchester Fire Insurance
Company who is personally known to me to be the same person whose name is subscribed to
the foregoing instrument, appeared before me this day in person, and acknowledged that he
signed, sealed and delivered said instrument, for and on behalf of the Westchester Fire
Insurance Company for the uses and purposes therein set forth.
Given under my hand and notarial seal at my office in the City of Itasca in said County,
this 3�" day of ����'`�� ����
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Notary Public Karen E. Socha
My Commission expires: 1/13/2016
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C�F���AL SEA4
KAREN � SOCHA
NUPARY PU�I.IC • STATE OF �.LN�U►S
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�F�1�6AL �BE�ORD
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Power of
Attorney
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W�STCHEST�R FIR� INSURANC� COMPANY
Know nll men by thesc presents: That WCSTCH�STGR TIR� INSURANCG COMPANY, a corporation of the Commomveaith of Pennsylvania pursuant to the
following Resolution, adopted by the Board of Directors of the said Company on December 1], 2006, to wit
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(4)
(5)
"RESOLVED, that the following authori�ations relate to the execation, for and on behalf of the Company, of bonds, undertnkin�.s, recognizances, contracis end other written commi�ments of the Compnny
entered into the ordinary course of business (each a"\Vritten Commilment"):
Gach of �he Chairmen, Ihe President and �he Vice Presidenls of Ihe Company is hereby authorized �o execu�e any Nritten Commi�menl for and on behalf of the Compxny, under ihe seal of ihe Company or
othenvise.
Each duly appointed attomey-in-fact of the Company is hereby authoriud to executo any Writtzn Commi�ment for and on behnlf of ihe Company, under �he seal of the Compnny or othenvise, to the extent �hat
such action is euthorized by th� grant of powers provided for in such persons written nppoinlment as sueh attomoy-in-fact .
Each of Ihe Chairmnn, ihe Presidenl and ihe Vice Presidenis of ihe Company is hereby aulhorized, for nnd on behalf of the Company, Io appoint in writing any person the nnomzy-in-fact of the Compnny �nth
full power nnd authority to exewtu, for and on behalf of ihe Company, under ihe senl of Ihe Company or olhenvise, such �Vrilten Commitments of the Company as may be specified in soch written
appoiniment, which specification may be by general type or clus of Writlen Commi�men4s or by specification of one or more particular Writlen Commilmenls.
Each of the Chnirman, the Presidem suid Vice Presidems of Ihe Company in hereby uuthorized, for and on behelf of the Company, to delegate in aaiting any other officer of �he Comp;v�y the authority �o
execWe, for and on behnlf of the Company, under �he Company's seul or othenvise, such Wri��en Commi�men�s of �he Company as are specified in sueh writ�en delegxtion, which specification may be by
genernl type or cless of \Vritten Commitments or by specification of ona or more particular Wrinen Commitments.
The signature of nny ofFicer or o�her person executing nny �Votlen Commitmen� or appoinimen� or delegntion pursuent to �his Resolution, and the seal of �he Company, may be aflixed by facsimile on such
Written Commitment or writlen appointmen� or delegation.
PURTHER RESOLVED, that the foregoing Resolution shall not be deemed ro be an exclusive statement of the poaers and authority of o�cers, employees nnd olher persons to acl for und on behalf of the
Company, and such Resolution shall nm limit or othenvise nfPec� the exercise of any such power or aulhorily olhenvise validly granled or ves�ed.
Does hereby nominate, constitute and appoint Arlene M Filipski, Harold Miller 1r., Joan B Ward, Jodie Sellers, Jon A Schroeder, Karen E Socha, Kathleen Weaver,
Patrick Gallagher, Sharon A Foulk, Wiiliam T Krumm, all of the City of ITASCA, Illinois, each individually if there be more than one named, its true and lawful
attorney-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other writings in
the nature thereof in penalties not exceeding Ten million dollars & zero cents ($10,000,000.00) and the execution oFsuch writings in pursuance of these presents shall
be as binding upon said Cotnpany, as fully and amply as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its
principal office,
IN WITNESS WHEREOF, the said Stephen M. Haney, Vice-President, has hereunto subscribed his name and affixed the Corporate seal of the said WESTCHESTGR
TIRG INSURANCG COMPANY this 25 day of September 2014.
W�STCHCST�R P'IRE INSURANC� COMPANY
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COMMONWEALTH pF PENNSYLVANIA
COUNTY OF PHILADELPHIA ss.
On this 25 day of September, AD. 2014 before me, a Notary Public of the Commomvealth of Pennsylvania in and for the County of Philadelphia came
Stephen M. Haney ,Vice-President of the WGS"TCHCSTCR PIR� INSURANC� CONiPANY to roe personally known to be the individual and officer who executed
the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding instrument is the corporate seal of said Company;
that the said corporate seal and his signature were duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of
Directors of said Company, referred to in the preceding instrument, is no�v in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year first above written.
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I, the undersigned Assistant Secretary of the WESTCHCSTGR P'IR� INSURANCE COMPANY, do hereby certify that the original POWER OF ATTORNEY, of
which the foregoing is a substantially true and correct copy, is in full force and effect.
In witness whereof, I have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seal of the Corporation, this j��day of ��; ��� 1'���.)
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THIS POWER OF ATTORNEY MAY NOT BE USBD TO EXECUTE ANY BOND WITH AT� [,N���`�{G),�1; LIAT��AF`P;�'I�;�aj
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SECTiON 00 61 14
PAYMENT IIOND
Bond # K09172713
Executed in Triplicate
TH E STATE OF TEXAS §
§ KNOW AI.L I3Y TliESE ACtESENTS:
COUNTY OF'. Harris §
That �ve, Blastco Texas Inc. , known as
'�Principal" hcrcin, und Westchester Fire Insurance Comparay , n
corporate surety (sureties), duly au�t�oriud to do business in the Statc of Tcxus, known as
"Surety" hercin (wheti�er ane or morc), arc hcld and firmly bound unto the City of Fort Wonh, a
municipal corporacion crealed pursunnt to the la�vs of the Statc of Texas, known as "CiCy" herein,
Eighl Hut�dred Stxly Nfne Thousand Seven Hundred Eighty & OD/70
in the penal sum of ollars
�� 869,780.00-------------}-��vf'ul moncy of thc Unitcd S�ates, to bc ps�id in Fort Wortli,
Tarrant Cuunty, Texas, for thc payment of wliich sum wcll nnd truly bc rt�adc, wc bind ourselvcs,
oun c�irs, cxccutors, administrators, succcssors a�d assigns, jointly And sevcrally, firmly by thcsa
prescnts:
WHEREAS, Principal tias entcred into a certain written Contract wiih City, a�varded tiic
r-�
�day of {�L-�� �-�� ��� , 20 �� which Contrnc� is hereby referred lo nnd
made a part hereof for all purposes �.s if fully set forth hercin, to furnish all muterials, cquipment,
labo� and ollmr accessaries as defined by Intv, in tfie prosecution of tlic Work as provided for in
snid Contrnct and desi�nntecf us StAge Coach Ground StorAsc Tunk Rehnbililation, Praject No.
02316.
23 NOW, THCRErORE, T{•IC CONDITION OF TH15 O(3LlaA'1'ION is such that if
?4 Principal shall pay all monics o�vir�� to any (and nll) paytnct�t bond bencticiary (as defined in
35 Chapter 2253 of tlic 1`exas Govemment Codc, As nmcndcd) in the prosecution of tlic 1Vork under
?G tltc Contract, then this obli�atiott shap bc nnd bccomc null and void; otiicnvisc to remAin in full
z7 force and effcct.
2x Tltiis bond is mnde nnd executed in compliancc with tlic provisions of Choptcr 2253 of thc
29 Tc��s Govemment Code, as arnended, and all linbilities o�7 this bo�d shall bc dctermined irt
3o aecordancc with thc prov(sions ofsuid s�atutc,
31
CITY OF FORT WORTII
S1'nNbnRD CONSTRUL'TION SI�IiCII°ICA'I'IbN DOCUt�1fNTS
Rewk�d July 1, l01 I
Stogc Coath Ground SlorngC Tank ReNabllitalion
Pro�ccl No 0:l l6
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�9TY SEC6tE'ti'AIR�
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PAYMfiNT IIQND
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I IN WITNESS WHER�OF� thc Principal and Surety havic each SIGNED und SEA�GD
: this instrument by duly auiharized uscrns and olTlccrs on Il�is thc ��,= day of
3 - r^i.CC� , 20 '`� .
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ATTCS'T':
(Principal Sccre►aryG-i�P�-iL Sa.va/L
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ATT�ST: `
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(Surcly)�� Arlen Filipski
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Witness as co Surety Sharon Foulk
PRINCIPAL: glastco Texas Inc.
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Signaturc
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Name nd Title
Address: 5514 Easthampton Drive
Houston. TX. 77039
SURETY:
Westchester Fire Insurance Company
BY: ,
Signntu
yarold Miller Jr. Attorney-in-Fact
Name and '1'itic
Address: 436 Walnut Street
P.O. box 1000
Philadelphia. PA. 19106
Tcicphonc Numbcr: 215-640-1000
Notc; If sisnod by an oClicer of thc 5urc�y, therc must bc on filc a cchificd extract from ihe
bylaws sho�ving t1�At tl�is person has autkiority to sign such obligatlon. If Surety's physicAl
address is difYcrent from its malling address, both mus� bc providcd.
'1'hc date of �he bond shnll not be prior to thc date thc Contrac� is a�varded.
FND OF SEGTION
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CITY Ol' FORI' WORTIi
S'UNpARDCUNSTRUCTION SPF.CIFICA71nN ��CU�11i�TS
RevixW July 1, :UI I
Stag¢ Coath Ground Slorage iank Rehibihuuon
_ _ _ 1'rP1M No 0:316
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State of Illinois
County of DuPage
I, Karen E. Socha a Notary Public of DuPage County, in the State of Illinois, do
hereby certify that Harold Miller Jr. Attorney-in-Fact, of the Westchester Fire Insurance
Company who is personally known to me to be the same person whose name is subscribed to
the foregoing instrument, appeared before me this day in person, and acknowledged that he
signed, sealed and delivered said instrument, for and on behalf of the Westchester Fire
Insurance Company
for the uses and purposes therein set forth.
Given under my hand and notarial seal at my office in the City of Itasca in said County,
this ,�� day of �Ql�nu-�'� � ?��S
Notary Public
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My Commission expires:
Karen E. Socha
1/13/2016
OFFIC9AL �E�ORD
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. ,, Power of
j '; Attorney
WESTCHESTER FIRE INSURANCE COMPANY
Know nll men by these presents; That WGSTCHCSTGR rIR� INSURANCG COMPANY, a corporation of the Commonwealth of Pennsylvania pursuant to [he
following Resolution, adopted by the Board of Directors of the said Company on December 1 l, 2006, to wiC
0)
(Z)
(3)
i4)
(5)
"RESOLVBD, thnt �he following authorirations relnto to the execution, for end on bahalPof Ihe Company, of bonds, undertakinys, recogniiances, contrncts and other written commilments of the Company
entered into the ordinary course of business (each a"Written Commitmem"):
�ach of Ihe Cheirman, the President and ihe Vice Presidents of the Compeny is hereby eulhorized to exewte any W ritten Commitment for and on behnlf of the Compsny, under the seal of the Company or
othenvise.
Each duly nppointed mtomey-in-fac� of the Company is hereby authoriud ro executo any Written Commitment for end on behnlf of thz Company, under �he seal of the Company or o�henvise, to the ex�ent �ha�
such action is au�horized by the grant of powers provided for in such persons writlen appoimment as such a�tomeyin-fect .
Each of ihe Chairman, the Presiden� nnd the Vice Presidents of ihe Company is hereby amhorized, for und on behelf of the Comp;u�y, to appoint in writing any person the attomey-in-fact of the Compxny with
full power and au�hority to execute, for and on behalf of ihe Company, under Ihe senl of the Compeny or olhenvise, such W rit�en Commitmen�s of Ihe Company as may be specified in such writlen
eppoinimen�, which specifica�ion may be by general type or clazs of Writ�en Commi�ments or by specificalion of aie or more pahicular 1Vritten Commi�meMs.
Each of the Chairman, !he President and Vice Presiden�s of ihe Cvmp�ny in hereby awhorized, for and on behelf of the Compnny, to delegate in wri�ing nny other officer of �he Compnny Ihe aulhonty to
execute, for und on behalf of ihe Compnny, under �he Company's seai or othenvise, such Written Commitmenis of ihe Company u are specified in such wrinen delegation, which specificntion may bz by
general type or class of 1Vrilten Commitmenls or by specification of one or more paniculnr Wri�ten Commi�ments.
The si�iature of any officer or olher person execu�ing any Wrilten Commitment or appoinlment or delegalion pursuant �o �his Resolu�ion, and the seal of Ihe Company, mny be effixed by Pncsimile on such
WriUen Commitment or writ�en appoinimenl or delegation.
FORTHER RESOLVED, that the foregoin� Resolution shall not be deemed ro be ui exclusive s�atement of the po��ers and au�hority of officen, employees and o�her persons to ac� for and on behalf of �he
Company, and such Resolution shtll not limit or mhenvise affect ihe exercise of any such power or authority o�henvise validly grnnted or vested.
Does hereby nominate, constitute and appoint Arlene M Filipski, Harold Miiler Jr., Joan E3 Ward, Jodie Seliers, Jon A Sehroeder, Karen E Socha, Kathleen Weaver,
Patrick Gallagher, Sharon A Foulk, William T Krumm, all of the City of ITASCA, Illinois, each individually if there be more than one named, its true and lawful
attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other writings in
the nature thereof in penalties not exceeding Ten million dollars & zero cents ($10,000,000.00) and the execution of such writings in pursuance of these presents shall
be as binding upon said Company, as fully and amply as if they had bean duly executed and acknowledged by the regulariy elected officers of the Company at its
principal office,
IN WITNESS WHEREOF, the said Stephen M. Haney, Vice-President, has hereunto subscribed his name and affixed the Corporate seal of the said WGSTCHGST�R
FIR� INSURANC� COMPANY this 25 day of September 2014.
W�STCHGSTER TIR� INSURANCG COMPANY
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COMMONWEALTH OF PENNSYLVANIA
COUNTY OF PHILADELPHIA ss.
On this 25 day of September, AD. 2014 before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came
Stephen M. Haney ,Vice-President of the W�STCHEST�R I'IR� INSUI2r1NCG COMPANY to me personally known to be the individual and officer who executed
the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding instrument is [he corporate seal of said Company;
that the said corporate seal and his signature were duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of
Directors of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY W HEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year first above written.
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', I, the undersigned Assistant Secretary of the �V�STCHEST�R rIRE INSURANCG COMPANY, do hereby certify that the originai POWER OF ATTORNEY, of
� i which the foregoing is a substantially true and correct copy, is in full force and effect. �
.''� In witness whereof, I have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seal ofthe Corporation, this,�� day of �-�tf^�� ��` j
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THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER September 25, 2016.
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Si:CTION 00 G1 l9
MAINTENANCG BOND
Bond # KQ9172713
Executed in Triplicate
THE STATE OF TCXAS §
§ KNOW ALL EiY THESE PR�SF,NTS:
COUM'Y OF' Harris §
Thnt wc Biastco Texas Inc. , known us
��Principal" hcrein and Westchester Fire Insurance Company , n corporntc surciy
(surcties, if more than one) duly authorized to do busincss in thc Swte of Tc.cas, kno�vn ns
"Surety" I�erein (whether or7c or mare), nrc i�eld und firmly bound unto Ihc Ciry of fort Worth, a
! l municipnl corporation created pursuant to the laws of the Statc af Texas, known as "City" hcrcin,
EEght Hundred Sixty Nlne Thousand Sevon Hundred Etghty 8 00/100
i 2 in thc sum of Dollnrs
t� (� 869.780.00--------------�; lAwful money of tf�e United States, to bc puid in rort Worth,
14 Tarrant County, Texas, for pAyment of which sum wcll nnd truly bc madc unto the City ar�d its
� 5 successors, �ve bind ourselves, our heirs, executors, udministrutors, successors und assig�s, jointly
16 and severally, tirmly by ihese presents.
t7
I8 �'VHEREAS, the Principnl has entered into n ccrtain �vritten contn+ct with the City a�vardcd
� � `��' c
19 thc;� day of � �-( '�� , 20 �5 , which Contract is hcreby
30 rcfeRed co und a madc part hcrcof t'or all purposes ns if fuily set forth hcrcin, to fumish all
21 materiuls, equipment labor And other accessories ns dc(incd by law, in et�c prosecution of thc
22 Work, includin� any VVork resuiting from a duly uutf�orized Cl�ange Ordcr (collectivcly hcrcin,
23 tlie "Work") as provided t'or in said contrnct and desigr�ated as Stage Coach Ground Storage 7'ank
2a Rchabilit�tion, Project No. 02316; and
25
z6 WHEREAS, P�ncipal tiinds itsclf to use such muterials und to so construct the \Vork in
37 accordnnce with the pluns, speciRcations And Contract Documents thut the Work is and wiN
?S remain frcc from defects in mutecials or �vorkmanship for and during �lic period of hvo (2) ycArs
29 afier thc dAte of fin�l Acceptance of tl�c Work by �he City ("Nlnintenancc Pcriod"); and
30
31 WHEREAS, Principal binds itself to repair or reconstruce the Work in wholc or in part
32 upon receiving notice from the Ciry of the need therefor at any time wilhin ttie MAintennnce
33 Acriod.
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C(TY 0� FORT WORI'f1
S7ANDAItO CONSTRUC'i'ION SPGCII�ICATION �OCUhSGN1'S
Rc��ised luly I.:01 I
Stage Co�ch Groui� StoragcTank ltchabililnlion
ProJect No. 02316
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NOW TEIEItE�'ORE, thc cond(tion of this obligi�tion is such thnt if Principal shall
romcdy any dcfcctive Work, far which timc:ly natice was pravided by Cily, to a complct(on
satisfactary to thc City, thcn tf�is obligatian shal! bccomc nul! and void; othcrwisc to remoin in
Cull force and etfcet.
PitOVIDED, HOW�V�R, if Principal shall fail so to repair or reconstruct any timcly
noticed defective Work, it is agreed tha� the Cily muy cause any and ail sucli defective 1Vark to
be repaired and/or reconstrucled with al) associated costs thereof beins bome by che Principai and
tlic Surety undcr tiils Main�enuncc bond; nnd
PROVlOED FURTH ER, that if uny legnl action be filed on this Bond, venue shall lic in
Tarrant County, Textis or the United States District Court for the Northcrn District of Texas, f�ort
Worth Division; nnd
PROVIQED FURTHER, �hpt this oblign�ion sl�all bc continuous in nature and
successive recoveries mny bc I�ad hereon for successive brcAchcs.
CRY OF FaRT WpRTfI
STAND1IRA CONSTRUCTION SPIiCIf°ICr1'1'lON U(3CUAttiNTS
Rcvised luly i, :011
Stoge Coach GrouM Stor�gc Tane Rchnbi{iunon
, _ ,-,— _ _ Cta]ccI No.02316
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I CN W[THESS WHEREOF, thc Principul and thc Surety hnve cacll �IGNGD and SCALED this
2 in�trument by duly nuthorizcd agcnts and of(icecs ort thfs thc � day of _
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\VitnF us to Principal �'�;-�� �� j�'��,q Y ne::
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(SurCly) �t�'Arlene F' ipski
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W Ilness at 4o Su�Cly Sharon Foulk
l'Itl�Cl1'A1,: glastco Texas Inc.
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SURE'PY:
Westchester Fire lnsura pany
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tiignuturc
Harold Miller Jr Att�y-in-Fact
�nmc anJ Titic
Address; 436 Walnu
.O. Box 1000
i adelphia, PA 19106
'1'cl�phan� Numhcr� 215-640-1000
•Note: If signed by un officer of the Surety Company, tlierc must be on tile a ccrtificd extract
fram tl�c by-ipws showing t1�nt this person has uuthority to sign sucii obligation, If
Surety's physlcat address is diffc�ent from its mailins uddress, both must he provided,
The date of tlie bond shall not be priar to the dnte �hc Contrflct is awarded.
CR'Y OF FOitT WORTI l
5TANDANn CONSTAUCTION SPliCIFICAI'ION DOCUMCNTti
Itcviscd Juty 1.201 I
Stagv Coeth Ground Swmge Tank Rchsbfliuuon
Pmjccl No. 02116
lil° _ - - -- "i
� C�F���l�,L RECORD
C!'T� �E�RE'�'A��f
��'o t4d�9�T9i, YX
State of Illinois
County of DuPage
I, Karen E. Socha a Notary Public of DuPage County, in the State of Illinois, do
hereby certify that Harold Miller Jr. Attorney-in-Fact, of the Westchester Fire Insurance
Company who is personally known to me to be the same person whose name is subscribed to
the foregoing instrument, appeared before me this day in person, and acknowledged that he
signed, sealed and delivered said instrument, for and on behalf of the Westchester Fire
Insurance Company for the uses and purposes therein set forth.
Given under my hand and notarial seal at my office in the City of Itasca in said County,
d_
this 3 day of `{-�b•r��xc.r,� � Zp�"�
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Y
Notary Public
My Commission expires
Karen E. Socha
1/13/2016
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OFFICiAI, SEAL
KAR�N E SOCHA
�lIUYARY PUBUC - STATE OF I�,L!{4iilS
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�F�I�dAL �ECORD
�IT'� ���RET/�EtY
��'� �Yd9�i"P�ly '9'X
,� Power of W�STCH�STER FIR� INSURANCE COMPANY
; ;'� Attorney
Know all men by thesc presents: That W�STCH�STCR T[RC INSURANC� COMPANY, a corporation of the Commomvealth of Pennsylvania pursuant to the
following Resolution, adopted by lhe Board of Directors of the said Company on December 1 l, 2006, to wit:
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(2)
(3)
ta)
(S)
"RESOLVED, that the folimaing authorizations relate ro the execution, for and on 6ehalf of Ihe Company, of bonds, undehakings, recogniznnces, contracls and o�her written commitmenis oP �he Company
entered imo the ordinary course of business (eech a"Wriuen CommitmenP'):
Each of ihe Chairmnn, the President and �he Vice PresideNs of �he Company is hereby authorized �o execute my \Vrinen Commilment for nnd on behalf oP�he Compeny, under Ihe seal of �he Company or
otherwisz.
Each duly appointed nttomey-in-fact of the Company is hereby xmhorized to execute any Wrinen Commitment for xnd on behalf of the Comp;my, under the seal of �he Compmiy or othenvise, to �he extent that
such amion is nu�horiud by the grani of powers provided for in such persons wrilten appoin�ment as such anomey-in-fac� .
Eech of Ihe Chnirmnn, Ihe PresideN nnd the Vice Presidents of Ihe Company is hereby aulhorized, for und on behalP of �he Company, to nppoinl in wri�ing any person the anomey-imfnc� of �he Company with
full power nnd authority to ezecute, for and on behalf of �he Company, under Ihe senl of the Company or olhenvise, such Wri�ten Commilments of the Compnny as mny be specified in such wri��en
appoinimenl, which specificetion may be by genernl �ype or clt�ss of Wri��en Commitments or by specifica�ion of one or more pnrticular \Vri�ten Commilmenis.
Lach of the Chairman, ihe Presiden� tmd Vice Presiden�s of ihe Company in herzby nu�horized, for and on behalFof the Compnny, lo delegate in �vriting nny other o(ficer of the Company �he authority �o
oxecule, for nnd on beh�lf of ihe Company, under �he Company's senl or othe�vise, such Wrillen Commitments of �he Company as ara specified in such writlen dzlegation, which specificntion may be by
general rype or class of Written Commitmenis or by specification of one or more particular Wripen Commitmen�s.
71ie signaNre of any o�cer or other person execu�ing any Writ�en Commi�ment or appointmen� or delegation pursusnt to this Resolu�ion, nnd the seal of the Company, may be a�xed by facsimile on such
Wri�ten Commilment or wri�ten appoin�ment or delega�ion.
FURTHER RESOLVED, �hat �he foregoing Resolution shall not be deemed to be an exclusive s�atement of Ihe powers and nuthority of oflicers, employees and other persons to ac� for and on behalf of Ihe
Company, and such Resolution shali no� limit or othenvise affecl the exercise oFany such power or nudiority othenvise validly gra�ned or veted.
Does hereby nominate, constitute and appoint Arlene M Filipski, Harold Miller Jr., Joan B Ward, Jodie Sellers, Jon A Schroeder, Karen E Socha, Kathleen Weaver,
Patrick Gallagher, Sharon A Poulk, William T Krumm, all of the City of ITASCA, lllinois, each individuaily if there be more than one named, its true and la�vful
attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other �vritings in
the nature thereof in penalties not exceeding Ten million dollars & zero cents ($1 QOOQ000.00) and the execution of such writings in pursuance of these presents shall
be as binding upon said Company, as fully and ampiy as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its
principal office,
IN WITNESS WHEREOF, the said Stephen M. Haney, Vice-President, has hereunto subscribed his name and a�xed the Corporate seal of the said �VGSTCHGSTGR
I'IR� INSURANCC COMPANY this 25 day of September 2014.
WESTCHGST�R FIRG INSURANCE COMPANY
c�r
`.�y�, «��.� � _ ��(„ �'ti1- ,��
t\�' � p�. Skphcn M. N�ncy , Vice Prrsidpil
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COMMONWEALTH OF PENNSYLVANIA
COUNTY OF PHILADELPHIA ss.
On this 25 day of September, AD. 2014 before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came
Stephen M. Haney ,Vice-President of the W�STCH�STGR FIR� INSURANCC COMPANY to me personaliy known to be the individual and officer who executed
the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding instrument is the corporate seal of said Company;
that the said corporate seal and his signature �vere duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of
Directors of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my ofticial seal at the City of Philadelphia the day and year first above written.
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I, the undersigned Assistant Secretary ofthe W�STCH�STGR FIRG INSURANCG COMPANY, do hereby eertify that the original POWER OF ATCORNEY, of -
which the foregoing is a substantially true and correct copy, is in full force and effect.
In witness �vhereof, I have hereunto subscribed my name as Assistant Secretary, and affixed the corporate seal of Ihe Corporation, this j�day of ��i� c.CC,�" y� �;��
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THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH �
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[N,�j,�PTIOT�( l�ATB AFTEIt S'eplember 25, 2016.
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STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
: : D � K�7►Y Y �1►Y 1�.
Page
Article 1— Definitions and Terminology ..........................................................................................................1
1.01 Defined Terms ............................................................................................................................... l
1.02 Terminology ..................................................................................................................................6
Ai�ticle 2 — Preliminary Matters ..........................................................
2.01 Copies of Documents .....................................................
2.02 Commencement of Contract Time; Notice to Proceed .
2.03 Starting the Worlc ...........................................................
2.04 Before Starting Construction .........................................
2.05 Preconstruction Conference ...........................................
2.06 Public Meeting ...............................................................
2.07 Initial Acceptance of Schedules .....................................
...................
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,.......... 7
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Article 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8
3 . O 1 I nte nt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
3.02 Reference Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies .......................................................................................9
3.04 Amending and Supplementing Contract Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................10
3.06 Electronic Data ............................................................................................................................ l l
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Environmental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .......................................................................
5.01 Licensed Sureties and Insurers .....................................................
5.02 Perfoe►nance, Payment, and Maintenance Bonds .........................
5.03 Cei�tificates of Insurance ...............................................................
5.04 Contractor's Insurance ..................................................................
5.05 Acceptance of Bonds and Insurance; Option to Replace .............
.............................................16
.............................................16
.............................................16
.............................................16
.............................................18
.............................................19
Article 6 — Contractor's Responsibilities ........................................................................................................19
6.01 Supervision and Superintendence ...............................................................................................19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 2012
6.02
6.03
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
6.13
6.14
6.15
6.16
6.17
6.18
6.19
6.20
6.21
6.22
6.23
6.24
Labor; Working Hours ................................................................................................................20
Services, Materials, and Equipment ........................................................................................... 20
ProjectSchedule ..................................................................................:.......................................21
Substitutesand "Or-Equals" ....................................................................................................... 21
Concerning Subcontractors, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
PatentFees and Royalties ...........................................................................................................26
Permitsand Utilities ....................................................................................................................27
Lawsand Regulations ................................................................................................................. 27
Taxes...........................................................................................................................................28
Useof Site and Other Areas .......................................................................................................28
RecordDocuments ......................................................................................................................29
Safetyand Protection .................................................................................................................. 29
SafetyRepresentative .................................................................................................................. 30
Hazard Communication Programs .............................................................................................30
Emergencies and/or Rectification ............................................................................................... 30
Submittals.................................................................................................................................... 31
Continuingthe Work ................................................................................................................... 32
Contractor's General Warranty and Guarantee ..........................................................................32
Indemnification.........................................................................................................................33
Delegation of Professional Design Services .............................................................................. 34
Rightto Audit .............................................................................................................................. 34
Nondiscrimination....................................................................................................................... 35
Article7- Other Work at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination ................................................................................................................................36
Article 8 - City's Responsibilities ...................................................................................................................36
8.01 Communications to Contractor ................................................................................................... 36
8.02 Furnish Data ................................................................................................................................36
8.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders ............................................................................................................................. 36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on City's Responsibilities .......................................................................................37
8.08 Undisclosed Hazardous Environmental Condition .................................................................... 37
8.09 Compliance with Safety Program ...............................................................................................37
Article 9- City's Observation Status During Construction ........................................................................... 37
9.01 City's Project Representative .....................................................................................................37
9.02 Visits to Site ................................................................................................................................ 37
9.03 Authorized Variations in Work ..................................................................................................38
9.04 Rejecting Defective Worlc ..........................................................................................................38
9.05 Determinations foi• Work Performed ..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Worlc,,,,,,,,,,,,,,,,,,,,, 38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 2012
Ac�ticle 10 - Changes in the Work; Claims; Extra Wor•k ................................................................................ 38
10.01 Authorized Changes in the Worlc ............................................................................................... 38
10.02 Unauthorized Changes in the Worlc ...........................................................................................39
10.03 Execution of Change Orders ....................................................................................................... 39
10.04 Extra Work ..................................................................................................................................39
10.05 Notification to Surety ..................................................................................................................39
10.06 Contract Claims Process .............................................................................................................40
Article 11 - Cost of the Worlc; Allowances; Unit Price Work; Plans Quantity Measurement ......................41
11.01 Cost of the Work .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Worlc .......................................................................................................................... 44
11.04 Plans Quantity Measurement ......................................................................................................45
Article 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 Change of Contract Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice of Defects ........................................................................................................................48
13.02 Access to Worlc ........................................................................................................................... 48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Worlc ........................................................................................................................49
13.05 City May Stop the Work .............................................................................................................49
13.06 Correction or Removal of Defective Work ................................................................................ 50
13.07 Cori•ection Period ........................................................................................................................ 50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Cori•ect Defective Wot•k ............................................................................................. 51
Article 14 - Payments to Contractor and Completion .................................................................................... 52
14.01 Schedule of Values ......................................................................................................................52
14.02 Progress Payments ......................................................................................................................52
14.03 Cont��actor's Warranty of Title ................................................................................................... 54
14.04 Pa►-tial 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
At�ticle 15 - Suspension of Work and Termination ........................................................................................ 57
15.01 City May Suspend Work .............................................................................................................57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
At�ticle 16 - Dispute Resolution ...................................................................................................................... 61
16.01 Methods and Procedures .............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 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
CI'I'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 20t2
00 �a oo - t
General Conditions
Page 1 of 63
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Te�°ms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the tneanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letteis in the Contract Documents include references to identified al�ticles and par•agt�aphs,
and the titles of other documents or forms.
1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, ot• change the Bidding Requit•ements or the pr•oposed Contract Documents.
2. Agi°eemer�t—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application foi� 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 suppoi�ting 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 fibeis into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Ativard — Authorization by the City Council for the City to enter into an Ag��eement.
6. Bid—The offer or proposal of a Bidder submitted on the pt•escribed 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. Biddirtg Doca�n�ents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Reqirirenaents—The advertiseinent or Invitation to Bid, Instructions io Biddei•s, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Bzrsiness Day — A business day is defined as a day that the City conducts nor•mal business,
generally Monday through Friday, except for federal or state holidays obseived by the City.
11. Ba�zzsa��� — City's on-line, electronic document management and collaboration system.
12. Cale�da�° Day — A day consisting of 24 hours measured fi•om midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 2012
oonoo-i
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. Ciry Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Cozrncil - 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 Foi�t
Worth, Texas, or his duly authorized representative.
18. Contract Clain�—A demand or assertion by City or Contractor seelcing 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 thit•d party is not a Contract Claim.
19. Contract—The entire and integi•ated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Doczrments—Those items so designated in the Agreement. All items listed in the
Agreement are Conh•act 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 Worlc).
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: December2l, 2012
oonoo-�
General Conditions
Page 3 of 63
25. Damage Claims — A demand for money or services arising fi•om the Project or Site fi�om a
third paity, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Directo�� of Aviatio� — 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 Commzrnity Services — The officially appointed Director of the Parlcs
and Community Services Depat�ttnent of the City of Foi�t Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Developme�t — 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. Di�°ectos� of Transportation Public Works — The officially appointed Dit•ector of the
Transpoi�tation Public Works Department of the City of Foi�t Woi�th, Texas, or his duly
appointed repr•esentative, assistant, or agents.
31. Director of Water Depa�°tmerrt — The officially appointed Director of the Water Department
of the City of Foi�t Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Draivings—That part of the Contract Documents prepared or approved by Engineet• 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 Agi�eement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer—The licensed professional engineer or engineering fit•m registered in the State of
Texas performing professional services for the City.
35. Ext��a Wo��k — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field O�°der — A written order issued by City which requires changes in the Work but which
does not involve a change in the Conh�act Price, Contract Time, or the intent of the Engineer.
Field Ordeis are paid fi•om Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
37. Final Accepta�ce — The written notice given by the City to the Conh�actor that the Worlc
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: December2l, 2012
00 �2 00 - �
General Conditions
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38. Fi�al Irrspection — Inspection carried out by the City to verify that the Contractor has
completed the Worlc, and each and every pat�t or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requireme�ts—Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Conditiorr—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. Hazardoars Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defned in the federal waste regulations,
as amended fi•om time to time.
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Fina1 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. Petrolezrm—Petroleum, including ciude 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. Plarrs — See definition of Drawings.
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51. P�roject Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Worlc within the Contract Time.
52. Project—The Work to be performed under the Contract Documents.
53. Project Repi°esentative—The authorized representative of the City who will be assigned to
the S ite.
54. Pzrblic Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an infortned view of the Project.
55. Radioactive Material.—Source, special nuclear, or byproduct matet•ial as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended fi�om time to time.
56. Regzrlar Woi°king Hou�°s — 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
r•epresentative of some portion of the Wot•lc and which establish the standards by which such
portion of the Work will be judged.
58. Schedz�le of Saibmittals—A schedule, prepared and maintained by Conh�actor, of required
submittals and the time requirements to suppoi�t scheduled performance of related
construction activities.
59. Schedaile of Values—A schedule, prepared and maintained by Conh�actor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—Lands or areas indicated in the Contract Documents as being fiu•nished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
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
cer�tain administrative requirements and procedin�al matteis applicable thereto. Specifications
may be specifically made a pai�t 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. Sarbcorrh�actof=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 poi�tion of the Work.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
malces an Award.
65. Superintende�t — The representative of the Contractor who is available at all times and able
to receive instructions fi•om 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. Undergrourrd Facilities—All undeiground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanlcs, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, OI' tl•affic 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.
7L 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 worlcing day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will 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 Termi�ology
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. Inte�t of Certain Terms or Adjectives:
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The Contract Documents include the terms "as allowed," "as approved," "as order•ed," "as
directed" or terms of lilce effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "t•easonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Worlc. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Worlc for compliance with the information in the
Contract Documents and with the design concept of the Pr•oject as a fiinctioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Worlc," refers to Worlc that is
unsatisfactot•y, 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, �•eference standard, test, or
approval referred to in the Contract Documents; ot•
c, has been damaged prior to City's written acceptance.
D. Fza�nish, 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 thec•eof, 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
contextused.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-lcnown
technical ot• construction industty or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of DocZrments
City shall furnish to Contractor one (1) original executed copy and one (1) electconic 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 Con�n�encement of Co�tract Time; Notice to Proceed
The Contract Time will commence to t•un 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 Ag��eement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Conh�act Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedarles: Submit in accordance with the Contract Documents, and prior to starting the
Worlc.
2.05 Preconst�°uction 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 Schedzrles
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 oi• 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 pht•ases shall be supplied by inference. Similat• types of provisions
may appear in various parts of a section or articles within a patrt depending on the format of the
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section. The Contractor shall not talce advantage of any variation of form, format or style in
malcing Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Worlc under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section ot• whether or not the cross referencing is complete.
3.02 Refes�ence Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of theit• subcontractors, consultants, agents, or employees, fi•om 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, pai�tners, employees, agents, consultants, or subcontractois, any
duty or authority to supervise or dit•ect the performance of the Worlc or any duty or authority
to undertalce responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A. Reporti�g Discrepancies:
1. Cont�°actoi�'s Review of Co�tract Doczrn�e�ts 13efore Startirrg Wo��k: Before undertaking each
part of the Work, Contractot• shall carefully study and compare the Contract Documents and
checic and verify pertinent figures therein against all applicable field meastn�ements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discoveis, or has actual lcnowledge of, and shall obtain a
written interpretation or clarification fi•om City before proceeding with any Work affected
thereby.
2. Co�tr°actor's Revietiv of Contract Doczrn�ents Dirring Pe�foi�mance of Work: 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 appiicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly repoi�t it to City in w�•iting. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Pat•agraph
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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:
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 Genera] Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Docarments
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 Woric 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 Doczrments
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 her•ein shall preclude Contractor fi�om retaining copies of the Contract
Documents for record purposes.
3.06 Elect�•onic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractot•, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also lcnown as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only fot• the convenience of the
receiving pai�ty. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in elect��onic media format, the transfet•ring pai�ty makes no
representations as to long tet•m compatibility, usability, or readability of documents resulting
fi�om 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; REFEItENCE POINTS
4.01 Availabrliry of La�ds
A. City shall fiirnish the Site. City shall notify Contractor of any encumbc•ances or restrictions not of
general application but specifically related to use of the Site with which Contt•actoi• must comply
in perfoiming the Worlc. City will obtain in a timely mannet• and pay for easements for
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementaiy Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contcact 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 oiitstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set foi�th in the Supplementaiy Conditions. The Project Schedule submitted
by the Cont��actor in accordance with the Contract Documents must consider any outstanding
utilities ot• obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall fiirnish 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 Dra��ings: The Supplementary Conditions identify:
1. those reports lcnown 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 Techrrical Data AZrthorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsui face or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially fi•om 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 filrther disturbing the
subsui•face or physical conditions or performing any Worlc in connection therewith (except in an
emergency as required by Paragt•aph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contc�actor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor lcnew of the existence of such conditions at the time Contractor made a final
commitment to City with t•espect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 U�dergrozirrd Facilities
A. Sho�vn o�° Inclicated: The infoimation and data shown or indicated in the Contc•act 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
infoimation 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 fiill responsibility for:
a. reviewing and checking all such information and data;
b. locating all Undet•gcound Facilities shown or indicated in the Conti•act Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during consti•uction; and
d. the safety and protection of all such Undergeound Facilities and repairing any damage
thereto resulting fi�om the Work.
B. Not Sho�a�n or I�dicated:
1. If an Undeigcound Facility which conflicts with the Work is uncovet•ed 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 fui�ther disturbing conditions affected thereby oc performing any
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Worlc 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 Undergl•ound 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 will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarlcs for bridgeworlc. 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 necessaiy changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports arrd Df•awings: The Supplementaty Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data Azrthorized: 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 officeis,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn fi•om any "technical data" or any such
other data, intet•pretations, opinions or information.
C. Contractor shall not be t•esponsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractois, Supplieis, ot• anyone else foi• whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contt•actor or anyone for
whom Contractor is r•esponsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Worlc in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or talce
corrective action, if any.
E. Contractor• shall not be requic�ed to resume Wot�k 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 rendeced suitable for the resumption of Work; or (ii) specifying any special conditions
undet• which such Work may be i•esumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the por•tion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted pottion of the Work
performed by City's own forces or otheis.
G. To the fitllest exter�t pe�°mitted by La���s and Regzrlations, Co�tracto�° shall i»den�n� and hold
harmless City, fi�om and agairtst all claims, costs, losses, and danaages (inclaiding bzrt not limited
to all fees a�d chaf�ges of engir�eers, architects, attoi°neys, and othe�• pj�ofessio»als crnd all cozirt
or arbitration o�° othef� disparte resolutiorr costs) arisii�g out of or relafirrg to a Hazardoz�s
E�vironme�tal Condition c�°eated by Co�t�°actor or° by anyone fof° �a�hon� Contj�actor is
responsible. Nothing in this ParagYaph 4.06.G shall obligate Corrtractor to inden�n� as�y
individual o�° e�tily fi�on� and agaihst the co�seqarences of that individzral's or enti.ry's otia�n
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered oi• revealed at the Site.
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ARTICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties a�d Instn°ers
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 Supplementaiy Conditions.
5.02 Performance, Payment, arrd Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the 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 promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certifrcates of Inszrrance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementaiy Conditions, cer�tificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
1. The cei�tificate 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 projecY' or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The cei�tificate 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 curcent 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 Rislc Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favot•
of the City. In addition, the Contractor agrees to waive all t•ights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementat•y
Conditions
6. Failui•e of the City to demand such cei�tificates or other evidence of full compliance with the
insurance requic•ements or failure of the City to identify a deficiency fi•om 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 specifed 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
instu�ance 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
ace 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 desii•es additional insurance
covecage, and the City desires the contractor/engineer to obtain such coverage, the contract
pi•ice shall be adjusted by the cost of the premiutn fot• such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting t•equired insurance
coverage shall be approved by the City in regards to asset value and stockholdets' equity. In
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' lieu of traditional insurance, alternative coverage maintained through insurance pools or rislc
retention groups, must also be approved by City.
1 l. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Worlc by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of 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 Compensatio� and Enapdoyers' Liabiliry. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Worlcers'
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 fi�om claims set forth below which may arise out of or result from Contractor's
performance of the Worlc and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or• indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injuiy or property damage) arising fi•om: 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 curt•ent Insurance Services
Office (ISO) policy. This insurance shall apply as primai•y insurance with respect to any other
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insurance or• self-insurance pr•ograms 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 contt�actor 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 Liabidiry. A commercial business auto policy shall pt•ovide 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 peison and or propet�ty damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor ot• Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Raihroad Protective Liabili.ry. If any of the worlc ot• 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. Notifrcation of Podicy Cancellatio�: 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 Accepta�ce of Borrds a�d I�surance; Optio� to Replace
If City has any objection to the coverage affor•ded by or other provisions of the bonds or insurance
requir•ed to be ptu�chased 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 Contt•actor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additionai information in respect of insurance provided as the City tnay
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
requii•ed by the Contt•act Documents, the City shall notify the Contractor in writing of such failut•e
prior to the stai�t of the Worlc, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 SarpeJ°visiorr and Sarperintende�ce
A. Contractor shall supervise, inspect, and direct the Worlc competently and efficiently, devoting
such attention thereto and applying such slcills and expei�tise as may be necessary to pei•form the
Woric in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and pr•ocedures 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 authoi•ity to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform constiuction 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 propei�ty at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Worlc
at the Site shall be performed during Regular Worlcing Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, a�d Equipnaent
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Worlc.
B. All materials and equipment incorporated into the Worlc 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 shali furnish satisfactory evidence (including reports of
required tests) as to the source, lcind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Worlc shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with 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 Worlc shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the Genet•al Requirements as it may be adjusted fi�om time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General 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 dui•ation of the Contract in accordance with the schedule specification O1 32 16.
Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contcact Time
may only be made by a Change Order.
6.05 Saibstitutes arrd "Or-Equals"
A. Whenever an item of material or equipment is specified or desct•ibed in the Conti•act Documents
by using the name of a proprietary item or the name of a pai�ticular Supplier, the specification or
desct•iption is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words r•eading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Supplieis may be submitted to City for 1•eview under the circumstances described below,
1. "Oi�-Equal" Items: If in City's sole discretion an item of material oi• equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considei�ed 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 requi�•ements for approval of
proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named i£
a. the City determines that:
1) it is at least equal in materials of construction, quality, dut�ability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will confoim substantially to the detailed requirements of the item named in the
Conh�act Documents.
2. Szrbstitute 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 fi•om anyone other than
Contractor.
c. Contractor sha11 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 worlc 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 Wor•k 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 fi•om use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitarte Consti•trction Methods or Pi°ocedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly requic•ed 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 deteimine that the substitute proposed is equivalent to that expressly
called for by the Contcact Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.OS.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Pat•agraphs 6.OS.A and 6.OS.B. City may require
Contractor to fut•nish 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 Ga�arantee: City may require Contractor to fi�rnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
inden�n�� and hold ha�°mless City and anyone directly o�° indii°ectly employed by then� fi�om and
against a�y and all claims, danaages, losses and expe�ses (inclz�ding attorneys fees) a�°isirrg oart
of the zise of substitZ�ted mate�°ials or eqz�ipn�ent.
E. Ci.ry's Cost Reimburseme�t: City will record City's costs in evaluating a substitute pt•oposed or
submitted by Contractor pursuant to Paragi•aphs 6.OS.A.2 and 6.OS.B. Whether or not City
appt•oves a substitute so proposed or submitted by Conti•actor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be requit•ed to
reimbuise City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting fi•om the acceptance of each proposed
substitute.
F. Contractoi°'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. Ciry Substitute Reimbzrrsement: Costs (savings or charges) attr•ibutable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Co�ce��ning Subcontractors, SZrppliers, a�d Othe��s
A. Contractor shall perform with his own organization, work of a value not less than 35°/o of the
value embraced on the Contract, unless otherwise approved by the City.
B. Conh�actor 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 Worlc against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to 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 foilowing:
1. Contractor shall, upon request by the City, provide complete and accurate information
z•egarding actual worlc performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not malce 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, a11ow an audit and/or examination of any boolcs,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in 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. Contr•actor 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 Worlc just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier•, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the pai�t of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or othet• 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
Worlc under a direct ot• indirect contract with Contractot•.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contt•actor.
H. All Wot�lc performed for Conti•actor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractot• and the Subcontractot• 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 pr•evailing wage rates are included in these Contract
Documents.
B. Pe�alry for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worlcer employed for each
calendar day or part of the day that the worker is paid less than the pt•evailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pu�suant to Texas Government Code 2258.023.
C. Complaints of Violations a�d City Determi�ation 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 ot• Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whethe��
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected wo►�ker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractot• or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted fi•om successive progress payments pending a final determination of the
violation.
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D. Arbitration Required if 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 worlcer 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 peisons required to
��� �� arbitrate under this section do not agree on an arbitrator before the 11th 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 ali parties and may be enforced in any court of competent jurisdiction.
E. Records to be Mairrtained. 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 worlcer employed by the Contractor in the construction of the Worlc 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 Payme�ts. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractoi- 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 a11 license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorpot•ation 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 Worlc and if, to the actual lcnowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor fi•om its obligations to pay for the
use of said fees or royalties to others.
B. To the fi�llest extent permitted by Lativs and Regulatio�s, Contracto�° shall indemn�� and hold
ha��mless City, from and agai�st all claims, costs, losses, arrd damages (including but not limited
to all fees and charges of engineers, architects, attorneys, a�d other professionals and all court
or arbitration or other dispute Nesolattion costs) arising oZrt of or relati�g to any infi�ingen�ent of
patent rights or copyrights incident to the use in the performance of the Work or resulting fi�om
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the incorporatiorr in the Work of a�y invenlion, design, process, product, or device not specified
i� the Contract Docume�is.
6.09 Pej°mits and Utilities
A. Co�tractor obtained permits a�d licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementaiy 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 necessaiy for the prosecution
of the Worlc which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of uti.lity owners for connections for• providing permanent service to the
Work.
B. City obtai�ed pe�°mits a�d licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementaiy Conditions or Contract Documents. It will be the Contractot'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 Conh�actor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Depat�tment of Transpoi�tation Permits
2. U.S. Army Corps of Engineeis Peimits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Oartsta�ding permits ancl 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 Supplementaiy Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contcact Documents must consider any outstanding
permits and licenses.
6.10 La1��s and Regulations
A. Contractor shall give all notices t•equired by and shall comply with all Laws and Regulations
applicable to the perfortnance of the Work. Except where otherwise expressly i•equired by
applicable Laws and Regulations, the City shall not be responsible for monitot•ing Contractor's
compliance with any Laws o►• Regulations.
B. If Contractor performs any Work lcnowing or having reason to know that it is contrary to Laws or
Regulations, Contt•actor 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 ai•bitration or other dispute resolution costs) arising out of or relating to such Worlc.
However, it shall not be Contractor's responsibility to make cei�tain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not 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 puisuant 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://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of worlcers to the Site and other areas permitted by Laws and Regulations, and
shall not um�easonably 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 at•ea, or to the owner or occupant thereof, or of any adjacent land or areas
resulting fi•om the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may requii•e the Contractor to finish the
section on which operations are in pt•ogress 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. Pa�rszra�t to Paragraph 6.21, Contractor shall indemnify arrd hold harmless City, fi•ona and
against all claims, costs, losses, and damages arising out of o�° relating to any claim or
action, legal or^ eqaiitable, brought by any such otivner or occupant agai�st City.
B. Removal of Deb�•is During Perf'ormance 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 debc•is. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 houts 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 Conh�actor
fails to correct the unsatisfactoiy procedure, the City may talce such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted fi�om the monies due or to become due to the Contractor.
D. Firral Site Clea�i�g: Pt•ior to Final Acceptance of the Worlc Contractor shall clean the Site and
the Work and malce it ready fot• utilization by City or adjacent propei�ty owner. At the completion
of the Worlc Contractor shall remove fi•om the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all propei�ty
disturbed by the Work.
E. Loading Structz�res: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the st��ucture, nor shall Contractor subject any part of the Work
or adjacent propet�ty to stresses or pressures that wili endanger it.
6.13 Record Docume�ts
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) recot�d copy of all Drawings, Specifications, Addenda, Change
Oc•ders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during consteuction. These record documents together with all approved
Samples and a countei•part of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these reco►•d documents, any opei•ation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall inciude
accurate locations for buried and imbedded items.
6.14 Safery a�d Protection
A. Contractor shall be solely t•esponsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility fot• the safety of persons or propei�ty in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated ther•ein, whether in storage on
or off the Site; and
' 3. other propei�ty at the Site oi• adjacent thereto, including trees, shrubs, lawns, wallcs,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Worlc shall continue
until such time as all the Worlc is completed and City has accepted the Worlc.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Progran�s
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 Emerge�cies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Worlc ol• property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt wcitten notice if Contractor believes that any significant
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changes in the Work or variations fi•om the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action talcen by Conh�actor in response to such an emergency, a Change
Ocder may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessaly to confor•m 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 wc•itten request, ot• 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 fot• such remedial action, plus 25%, fi•om any
funds due or become due the Contractor on the Project.
6.18 Szrbn�ittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the 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 gceater detail,
theit• review shall not excuse Contractor fi•om requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review ot•
talce responsive action may be so identified in the Contcact 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 nutnbers,
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 Parag�•aph 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 Revie�v:
1. City will pi�ovide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Worlc, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor fi•om responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section O1 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor fi•om 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 Warrarrty and Guarantee
A. Contractor warrants and guarantees to City that all Worlc will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors 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 perfoim and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contt•act Documents or a release of Contractor's obligation to perfortn
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 cei�tificate of Final Acceptance by City or any payment r•elated thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other worlc or propei�ty resulting therefrom which shall appear within a period of two (2) years
fi•om the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable pr•omptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the worlc and services to be performed by the
Contractor, its of�cers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND B� EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN
PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor cove►iants and agrees to indemnify and hotd harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
' WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT, OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materiais or equipment are specifcally 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 cei�tifications 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 Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after 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 sha11 have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate worlc space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor fui�ther 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 boolcs, documents, papeis, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate worlc space in order to
conduct audits in compliance with the provisions of this Pat�agraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contt•actor 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 No�discrin�ination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as fiirther defined in the Supplementary Conditions for any project
receiving Feder•a1 assistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Relcrted Work at Site
A. City may perform other worlc related to the Pt•oject at the Site with City's employees, or other
City contractots, 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 wot•lc; 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 Work with theirs. Contracto�� shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any worlc of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the otheis whose
work will be affected.
C. If the proper execution or results of any part of Contractot•'s Work depends upon work perfoimed
by otheis under this Ai�ticle 7, Contractor shall inspect such other worlc and promptly report to
City in wt•iting atiy delays, defects, or deficiencies in such other work that t�ender it unavailable
or unsuitable for the proper execution and results of Conti•actor•'s Work. Contractor's failure to so
repoi�t will constitute an acceptance of such other wor�k as fit and proper for integration with
Contcactor's Work except for latent defects in the work provided by others.
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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 p1•ovided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Commz�nications to Co�rtractoN
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 arrd Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thec•eto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Worlc. City will not be responsible for
Contractor's failure to perform the Worlc in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous E�vironme�tal Co�dition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set fot�th
in Paragraph 4.06.
8.09 Compliance ti��ith Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
r•equirements of Contractor's safety programs of which City has been informed pursuant to
Pai•agraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Representative
City wiil 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 foi�th in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will malce visits to the Site at intei�vals appropriate to the various
stages of construction as City deems necessa►•y in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Wot•k. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's effoi�ts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Conh�act 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 foc-th in Paragraph
8.07.
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9.03 Authorized i�ariations in Work
City's Project Representative may authorize minor variations in the Work fi•om 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 Worlc which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
pt•ejudice 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 Ai�ticle 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determinations for Work Performed
Contractor wi11 determine the actual quantities and classifications of Worlc performed. City's Project
Representative wili review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
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 Aatthorized Changes irr the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or fi�om
time to time, order Extra Work. Upon notice of such Extra Worlc, 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 Unaartho�°ized 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
emet•gency as provided in Paragraph 6.17.
10.03 Execzition of Change Orde�°s
A. City and Contractor shall execute appropriate Change Orders covering:
changes in the Worlc which at•e: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Woc•k under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Pt•ice or Contt•act Time which are agreed to by the parties, including
any undisputed sum or amount of time for Worlc actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Worlc, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations fi•om the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Worlc whether or not initiated by a Change Ordec• shall
be a full, complete and final payment for all costs Contractor incurs as a t•esult ot• relating to the
change or Extra Wot�k, whether said costs are known, unknown, fot•eseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed ot• unchanged work as a result of the change or Extra Work.
10.05 Notification to Szrrety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contcact 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 t•eflect the
effect of any such change.
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10.06 Contract Claims Process
A. City's Decision Reqzrired: 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, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's wt•itten action under Paragraph 10.06.0 will be final and binding, unless City or
Conti•actor invoke the dispute resolution procedure set foi�th in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Wo�•k
A. Costs I�clzrded: The ter•m Cost of the Worlc means the sum of all costs, except those excluded in
Pai•ageaph 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 reimbut•sed to
Conh�actor 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 Contt•actor 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 peisonnel
employed full time on the Worlc. Payroll costs for employees not employed fiill time on the
Worlc shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fi�inge benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, woi•lcers' compensation, health
and retirement benefits, bonuses, sicic leave, vacation and holiday pay applicable thet•eto.
The expenses of perfoiming Worlc outside of Regular Worlcing Hours, Weekend
Woi•king Houi•s, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
Rentals of all construction equipment and machineiy, and the pai�ts thereof whethei• rented
fi�om Contractot• or others in accordance with rental agreements approved by City, and the
costs of transpoi�tation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the tertns of said rental agceements. The rental of any
such equipment, machinery, or pai�ts shall cease when the use thereof is no longer necessaiy
fo�� the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
, City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
' be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, suiveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transpoi�tation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less marlcet value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
' Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
� Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Worlc, 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 Conh•actor'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
E communication services at the Site, express and courier services, and similar petty cash
� items in connection with the Worlc.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excla�ded: The term Cost of the Work shall not include any of the following items:
Payroll costs and other compensation of Contractor's officers, executives, principals (of
pai�tneiships and sole pt�oprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timelceepers, clerlcs, and other personnel employed by Contractor, whether at the
Site or in Contractot•'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.O1.A.1 or specifically covered by Par•agraph 11.O1.A.4, all of which are to be
considet•ed administrative costs covered by the Contractor's fee.
2. Expenses of Contractot•'s principal and branch offices other than Contractor's office at the
Site.
3. Any pat�t of Conh�actor's capital expenses, including interest on Contractor's capital
employed for the Work and chaiges against Contractor for de(inquent 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 malcing good any damage to property.
5. Other overhead or general expense costs of any lcind.
C. Contractor's Fee: When all the Wot•k 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 fot• an adjustment in Conh�act 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. Docz�mentatio�: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragcaphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost brealcdown together with suppoi�ting data.
11.02 Allowas�ces
A. Specified Allotiva�ce: It is understood that Contractot• has included in the Contract Price all
allowances so named in the Contcact Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allo�varrces:
1. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingerrcy Alloivance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Worlc 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 Worlc performed by Contractor wi11 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 worlc included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 i£
1. the quantity of any item of Unit Price Worlc performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Worlc.
E. Irrcreased 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 alter•ations do not significantly change the character of
worlc under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
If no unit prices exist, this will be considered Extra Worlc and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of worlc occuis when:
a. the character of worlc for any Item as altered diffeis materially in lcind or nature from that
in the Contr•act or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of woric 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 poi�tion of the woi•k that is above 125°/o.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then eithei� party to the Contract may request
an adjustment to the unit price.
11.04 Pla�s Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work perfot•med or material
moved, handled, or placed during the execution of the Contr•act. 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) fi�om the total
estimated quantity fot• 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
pai�ty to the Contract requesting the adjustment will provide field measurements and calciilations
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 appt•oved 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 o�•iginally a plans auantity Item, then the Itein 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 Work covered by a Change OI•der will be determined as follows:
1. where the Worlc involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Conh�act 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 Worlc involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and proiit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the foliowing 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.A3, 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 Worlc, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Conh�actor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Co�tract Tin�e
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for ciaimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Worlc or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Worlc within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and chat•ges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Conh�actor 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 fi►rnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual lcnowledge will be given to Contractor.
Defective Worlc may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their obseivation, 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 Worlc; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Worlc.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
, D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
� perform any inspections or tests ("Testing") for any part of the Worlc, as determined solely by
i City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor•'s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forwat•d all invoices for retests to Contractor.
4. If Contt•actor fails to pay the Testing Lab, City wi11 not issue Final Payment until the Testing
Lab is paid.
E. If any Worlc (ot• the worlc of otheis) that is to be inspected, tested, or approved is covered by
Contractor without written concurc•ence of City, Contt•actor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Worlc as pr•ovided in Paragraph 13.03.E shall be at Contractor's expense.
G. Conh�actor shall have the right to make a Contract Claim regarding any retest or invoice issued
undet� Section 13.03 D.
13.04 U�covef�ing Work
A. If any Worlc is covered contt•ary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's 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 otheis, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
If it is found that the uncovet•ed Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all coui�t or other dispute resolution costs) arising out
of or relating to such uncover•ing, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of worlc 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 Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contc•act Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or• fails to perform the Work in such a way that the completed Worlc will conform to
the Contract Documents, City may order Contractor to stop the Work, or any poi�tion thereof, until
the cause for such ot•der has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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' Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction oN Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Worlc pursuant to
an acceptable schedule, whether or not fabricated, instalied, or completed, or, if the Work has
been r�ejected 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
Worlc.
B. When correcting defective Worlc under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall talce no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Worlc; or
3. if the defective Work has been rejected by City, remove it fi•om the Project and replace it
with Worlc that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the worlc
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the teims of City's written instructions, or in an
emergency where delay would cause serious rislc of loss or damage, City may have the defective
Worlc corrected or repaired or may have the rejected Worlc removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or t•elating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Worlc, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Woric (and damage to other Worlc resulting therefi•om) has been corrected or
removed and replaced under this Parag►•aph 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 war•ranty 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 consh�ued as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or i•epose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or t�emoval and replacement of defective Work, City prefeis to
accept it, City may do so. Contc•actor 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
coui�t or other dispute resolution costs) attt•ibutable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessaiy revisions in the Contract Documents with respect to the Worlc,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Worlc so accepted.
13.09 City May Correct Defective Woi°k
A. If Contractor fails within a reasonable time after written notice fi•om City to correct defective
Worlc, or to remove and replace rejected Work as required by City in accordance with Pat�agraph
13.06.A, or if Contractor fails to perform the Worlc in accordance with the Contract Documents,
o►• 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 oc• remedial action, City may exclude
Contractor fi•om all or pat�t of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorpol�ated in the Worlc, stored at the Site ot• 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 Paragcaph.
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 cout�t or other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the 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 Worlc 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 Worlc wi11 be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the 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. Revietiv ofAppdications:
l. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or rettu•n the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessaiy 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 Wor•lc, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the 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 checic the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to eveiy aspect of the Work in progress, ot•
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to City in the Contract Documents; oi•
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. Contractot• has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any patt 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 necessaiy to pt•otect City fi•om
loss because:
a, the Work is defective, or the completed Work has been damaged by the Contractor or his
subcont�•actors, 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 i•equired to correct defective Worlc or complete Worlc in accordance with
Paragraph 13.09; or
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e. City has actual lcnowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Paynzent: 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 malce payment of the amount requested because:
a. Liens have been fled in connection with the Worlc, 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
a 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 fi�ee and clear of all Liens.
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14.04 Pai°tial Utilization
A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed
pai�t of the Wor•k which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable pai�t of the Worlc that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Worlc. City at any time may notify Contractor in writing to
peimit City to use or occupy any such part of the Worlc which City determines to be ready for its
intended use, subject to the following conditions:
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 Conti•actor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Finallnspectio�
A. Upon wt•itten notice fi�om Contractor that the entire Work is complete in accordance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Worlc is incomplete or defective. Contractor shall immediately take such measures as are
necessat�y to complete sttch Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Worlc is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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�� � 14.07 Final Payment
A. Applicatio� for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may malce an application for
final payment following the procedure for progress payments in accordance with the
' Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affdavits 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 Worlc 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 poi�tion of the Worlc 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 Worlc 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 waivet• of Contract Claims.
B. Partial Retai�age Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
constcuction in the Contract Documents fot• 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 worlc.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waivei° of Clain�s
The acceptance of final payment will constitute a release of the City from all claims ot• liabilities
under the Contract for anything done or furnished or relating to the worlc undei• 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 Sarspe�d Woi�k
A. At any time and without cause, City may suspend the Worlc or any portion thereof by written
notice to Contractor and which may fix the date on which Worlc will be c•esumed. Contractor
shall ►�esume the Wor•lc on the date so fixed. During temporary suspension of the Worlc covered
by these Contract Documents, for any reason, the City will malce no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractot• 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 necessaiy to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take eveiy precaution to prevent datnage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessaiy.
D. Contractoi• may be reimbursed fot• the cost of moving his equipment off the job and i•eturning the
necessary equipment to the job when it is determined by the City that construction may be
t•esumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cazrse
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Worlc 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 fi•om time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-1 2-20 1 1established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly malce good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the beneft of any creditor or for any other purpose;
OP
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; ol•
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. Conh�actor default shall not be deciared earlier than 20 days aftel• the
Conh•actor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's se�•vices are terminated, Surety shall be obligated to talce over and perfor•m the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may talce over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety fi�om the site and
take possession of the Worlc, and all materials and equipment incorporated into the Worlc
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
Whether City or Surety completes the Worlc, Contractot• 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
fi�om completing the Worlc, such excess will be paid to Contractot•. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this 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, directois 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 pot�tion 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. Contractot• 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 oi• any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's seivices will not be tet•minated if Contractor
begins within seven days of receipt of notice of intent to tei•minate to correct its failure to
perform and proceeds diligently to cure such faihu�e within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the teimination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention oi� payment of moneys due Contractor by City will not release Contractor fi•om liability.
E. If and to the extent that Contractor has provided a performance bond undet• the provisions of
Paragi•aph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
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15.03 City May Ternainate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Worlc under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionaiy action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not 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 Worlc, supplies and
other material produced as a pai�t 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
preseivation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days fi�om the date of submission of the list, and any necessary adjustments
to 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, Contr•actor 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 sutns for overhead and profit on
such Worlc;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Wot•lc, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of infot•mation available to it, the amount, if any, due to the Contractor by t•eason of the
termination and shall pay to the Conteactor the amounts deteimined. Contractor shall not be paid
on account of loss of anticipated pi•ofits or revenue or other economic loss arising out of or
resulting fi�om such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methoc�s and Procedztres
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes fnal and binding. The request for
mediation shall be submitted to the other pat�ty 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 pt•ocess shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
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1. elects in writing to involce any other dispute resolution process provided fot• 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 pal�ty of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or cei�tified 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 Worlcing 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, ot• by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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17.04 Survivad of Obligutions
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 Worlc or
termination or completion of the Contract or termination of the setvices of Contt•actor.
17.05 Headings
Article and paragraph headings are insei�ted for convenience only and do not constitute pai�ts of these
General Conditions.
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementa�y Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
De�ned 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
other Contract Documents.
SC-3.03B.2, G°Resolving Discrepancies"
Plans govern over Specifications.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the iinal easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.1., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
October 2014:
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER
NUMBER
TARGET DATE
OF POSSESSION
None
39
40
41
42
43
44
45
46
47
The Conh•actor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially fi•om the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
SC-4.O1A.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April l, 2013
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 4
Utilities or obstructions to be ��emoved, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of October 2014
EXPECTED
OWNER
UTILITY AND LOCATION
TARGET DATE OF
ADJUSTMENT
None
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The Contracto►• undei•stands 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 ceports of explorations and tests of subsurface conditions at the site of the Worlc
A None
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 Worlc
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
SG5.03A., "Certi�cates of Insw•ance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: Neel-Schaffer, Inc.
(3) Other: None
SG5.04A., "Contracto�'s Insw•ance"
The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following
coverages for not less than the following amounts oc greater wliere required by laws and regulations:
5.04A. Worlcers' Compensation, under Paragt•aph GG5.04A.
Slululay /imi/s
Entployer's liability
$100,000 each accident/occurrence
$100,000 Disease - each employee
��00,000 Disease - policy lrmil
SG5.04B., "Contracto�'s Insurance"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised April l, 2013
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of4
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5.04B. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance
under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with
minimum limits oi
$1, 000, 000 each occru�rence
$2, 000, 000 aggregate limil
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., °°Contractor's Insw•ance"
5.04C. Automobile Liability, under Paragraph GG5.04C. Contractor's Liability Insurance under
Paragraph GG5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,OOq 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily Injrrry per person /
$500, 000 Bodily lnj:ny pe�� accident /
$100,000 Property Damage
SG5.04D., ��Contractor's Insurance"
The Contractor's construction activities will reyuire its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks None.
SC-6.04., ��Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., "Wage Rates"
The prevailing wage rate tables applicable to this project are provided in the Appendix.
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:
�Vone.
SG6.09B. ��City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City: None.
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October
2014:
Outstanding Permits and/or Licenses to Be Acquired
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 1, 2013
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
��
O WNER
None
SC-7.02., "Coordination"
007300-4
SUPPLEMENTARY CONDI'I'IONS
Page 4 of 4
PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
Vendor Sco e of Worlc Coordination Autliorit
None
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SC-9.01., "City's Project Representative"
The following firm is a consultant to the City cesponsible for construction management of this Project:
Neel-Schnffer, b7c.
SC-13.03C., "Tests and Inspections"
None
SC-16.O1C.1, "Methods and Procedures"
None
22 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised April I, 2013
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
011100-i
SUMMARY OF WORK
Page 1 of 3
1
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3 PART1- GENERAL
4 1.1 SUMMARY
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12 1.2
SECTION O1 11 00
SUMMARY OF WORK
A. Section Includes:
l. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Foi�t Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiaiy to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
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 performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifcations.
22 B. Subsidiary Work
23 1. Any and all Work specifcally governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy oniy portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Growid Storage Tank Rehabilitation
Project No. 02316
O1 I100-2
SUMMARY OF WORK
Page 2 of 3
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c.
Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfei•e with the operation of the railroad.
1) All Wot•k shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission fi•om the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the propei�ty ownet• has been secured in wi•iting by the
Contractor and a copy furnished to the City.
3. Unless specifically provided othet•wise, clear all rights-of-way or easements of
obstructions which mtilst be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use evet•y precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culver•ts, cui•bing, and all othei• types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, oi•
appurtenances thereof, including the construction of teinporat•y fences and to all
other public or private propecty adjacent to the Work.
5. Notify the proper representatives of the owneis 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
W ork.
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 injuiy to propei�ty of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Woi•k, or at any time due to defective work, material, oi•
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporaiy
clos�u•es and replacement, shall be subsidiaiy to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH
3TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 2Q 2012
Stage Coach Groimd Storage Tank Rehabilitation
Project No. 02316
�
;
Ol 1100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE 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 USED]
10 PART 3- EXECUTION [NOT USED]
i l END OF SECTION
12
13
Revision Log
DATE NAME SUIvIMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
o � 2s oo - �
SUBSTITUTION PROCEDURES
Page 1 of4
1
2
SECTION O1 25 00
SUBSTITUTION PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a pi•oduct which is specified by descriptive or• performance cl•iteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1— General Requirements
19 3. Technical Specifications
20 1.2 PRIC� AND PAYMLNT PROCEDURE5
21 A. Meas�n�ement and Payment
22 l. Work associated with this Item is considered subsidiaiy to the various items bid.
23 No separate payment will be allowed for this Item.
24 1.3 RCFGR�NCES [NOT US�D]
25 1.4 ADMINISTRATIVC REQUIREMENTS
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A. Request for Substitution - General
I. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests fi•om Conh�actor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of refei•ences to names of manufactureis and vendots, trade names, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude frotn
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 l
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
O12500-2
SUBST[TUTION PROCEDURES
Page 2 of 4
1 a. Or-equals are unavailable due to strike, discontinued production of products
2 meeting speciiied requirements, or other factors beyond control of Contractor;
3 or,
4 b. Contractor proposes a cost and/or time reduction incentive to the City.
5 1.5 SUBMITTALS
6 A. See Request for Substitution Form (attached)
7 B. Procedure for Requesting Substitution
8 1. Substitution shall be considered only:
9 a. After award of Contract
10 b. Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compiiance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of ariginally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Iliustration drawings
C. Approval or Rejection
45 1. Written approval or rejection of substitution given by the City
46 2. City reserves the right to require proposed product to comply with color and pattern
47 of specified product if necessaiy to secure design intent.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
-- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 201 l
012500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
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3. In the event the substitution is approved, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
4. No additional conti•act time will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City's opinion, acceptance will require substantial revision of the original
design
d. In the City's opinion, substitution will not perform adequately the function
consistent with the design intent
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT US�D]
14 1.9 QUALITY ASSURANCE
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A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will pet•form function for which
it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
L10 DCLIV�RY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT US�D]
1.12 WARRANTY [NOT USED]
29 PART 2- PRODUCTS [NOT US�D]
30 PART 3- EX�CUTION [NOT USED]
31
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END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
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01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product inste�ad of the specified item for
the above project:
SECTI ON PARAGRAPH SPECI FI ED
ITEM
Proposed Substitution:
R�son for Substitution:
Include complete information on changes to Drawings and/or �ecifications which proposed
substitution will requirefor its proper installation.
Fill in BlanksBelow:
A. Will the undersigned contractor pay for changes to the building design, including
engineering and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to
the specified item.
Submitted By: For Use by City
Slgnature _ Recommended _ Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Tel ephone
For Use by City:
A pproved
City
Rej ected
Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 l
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
01 31 19 - i
PRECONSTRUCTION MEETING
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 31 19
PRECONSTRUCTION MEETING
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the stai�t of Work to
7 clarify constt•uction contract administration procedures
8 B. Deviations fi•om this City of Fort Woi•th Standard Specification
9 1. None.
l0
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12
13 1.2
C. Related Specification Sections include, but at•e not necessarily limited to:
1. Division 0— Bidding Requireinents, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
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 R�QUIREMENTS
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A. Coordination
l. 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 r•ecorded.
a. If recorded, tapes will be used to prepai•e minutes and retained by City for
future reference.
B. Preconstruction Meeting
l. A preconsh•uction 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 administer•ed by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and dish�ibute copies of same to all pal�ticipants 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 subconh�actor or supplier representatives whom the Contracto�• may desire
to invite or the City may request
CITY OP FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised August 17, 2012
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01 31 19 - 2
PRECONST2UCTION MEETING
Page 2 of 3
e. Other City representatives
f. Otheis as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section O1 32 16 and
pj•ovide at Preconstruction Meeting.
b. City will noYify Conh•actor 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. Contractar's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. 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 PolluYion Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
f£ Temporary construction facilities
gg. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
C1TY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised August 17, 2012
Ol 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE 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 USED]
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised August 17, 2012
01 31 20 - ]
PROJECT MEETINGS
Page 1 of 3
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3 PART1- GENERAL
4 1.1 SUMMARY
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19 1.3
SECTION O1 31 20
PROJECT MEETINGS
A. Section Inciudes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
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
3. Technical Specifcations
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Worlc associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
REFERENCES [NOT USED]
20 1.4 ADMINISTRATIVE REQUIREMENTS
21 A. Coordination
22 1. Schedule, attend and administer as specified, periodic progress meetings, and
23 specially called meetings throughout progress of the Work.
24 2. Representatives of Contractor, subcontractors and suppliers attending meetings
25 shall be qualified and authorized to act on behalf of the entity each represents.
26 3. Meetings administered by City may be tape recorded.
27 a. If recorded, tapes will be used to prepare minutes and retained by City for
28 future reference.
29 4. Meetings, in addition to those specified in this Section, may be held when requested
30 by the City, Engineer or Contractor.
31 B. Pre-Construction Neighborhood Meeting
32 1. After the execution of the Agreement, but before construction is allowed to begin,
33 attend 1 Public Meeting with affected residents to:
34 a. Present projected schedule, including construction start date
35 b. Answer any construction related questions
36 2. Meeting Location
37 a. Location of ineeting to be determined by the City.
38 3. Attendees
CITY OF FOR't WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
013120-2
PROJECT MEETINGS
Page 2 of 3
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2. COIliI'aCt01'
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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3.
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Additional progress meetings to discuss specific topics will 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
a Coordination between other construction projects
d. Resolution of consh•uction isstiles
e. Equipment approval
The Project Representative will preside at progress meetings, prepare the notes of
the meeting and disti•ibute copies of the same to all participants who so request by
fully completing the attendance foi•m to be circulated at the beginning of each
meeting.
Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractot• or supplier representatives whom the Conh•actor may desire
to invite or the City may request
d. Engineer's representatives
e. City's repr•esentatives
£ Otheis, as requested by the Project Representative
Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
a Items which impede construction schedule
d. Review of off-site fabrication, deliveiy schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain pi•ojected 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 consh•uction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Recot•d Documents
o. Review monthly pay request
CITY OF FORT WORTH S[age Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 2011
O13120-3
PROJECT MEETINGS
Page 3 of 3
1 p. Review status of Requests for Information
2 6. Meeting Schedule
3 a. Progress meetings will be held periodically as determined by the Project
4 Representative.
5 1) Additionai meetings may be heid at the request of the:
6 a) City
7 b) Engineer
8 c) Contractor
9 7. Meeting Location
10 a. The City will establish a meeting location.
I 1 1) To the extent practicable, meetings will be held at the Site.
12 1.5 SUBMITTALS [NOT USED]
13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
14 1.7 CLOSEOUT SUBMITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 1.9 QUALITY ASSURANCE [NOT USED]
17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USCD]
18 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT US�D]
20 PART 2- PRODUCTS [NOT USED]
21 PART 3- EXECUTION [NOT USED]
22 END OF SECTION
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CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July 1, 2011
013216-I
CONSTRUCTION PROGRESS SCHEDULE
Page I of 5
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S�CTION O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Constrttction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations fi•om this City of Foi�t Worth Standard Specifcation
11 I . None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1— General Requirements
15 3. Technical Specifications
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Itein is considered stilbsidiaiy to the various items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFER�NCES
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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 sttbmittal required by contract as described in the
Specification and herein. Majority of City projects, including ail bond program
projects
d. Tier 4- Schedttle submittal required by contract as described in the
Specification and herein. Laige and/or complex projects with long durations
1) Bxamples: 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 vety complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater ti•eatment plant
2. Baseline Schedule - Initial schedule sttbmitted before work begins that will serve
as the baseline for measw•ing progress and departures fi•om the schedule.
CITY OE FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Juiy 1, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
O13216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
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3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
6 1. City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE REQUIREMENTS
8 A. Baseline Schedule
9 1. General
10 a. Prepare a cost-loaded baseline Schedule using approved software and the
11 Critical Path Method (CPM) as required in the City of Fort Worth Schedule
12 Guidance Document.
13 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
14 undeistanding of the work to be performed and known issues and constraints
15 related to the scheduie.
16 c. Designate an authorized representative (Project Scheduler) responsible for
17 developing and updating the schedule and preparing reports.
18 B. Progress Schedule
19 1. Update the progress Schedule monthly as required in the City of Foi�t Worth
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
22 3. Change Orders
23 a. Incorporate approved change orders, resulting in a change of contract time, in
24 the baseline Schedule in accordance with City of Fort Worth Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Compliance
27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
28 Report that delays to the critical path have resulted and the Contract completion
29 date will not be met, or when so directed by the City, make some or all of the
30 following actions at no additional cost to the City
31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
32 outlining:
33 1) A written statement of the steps intended to take to remove or arrest the
34 delay to the critical path in the approved schedule
35 2) Increase construction manpower in such quantities and crafts as will
36 substantially eliminate the backlog of work and return current Schedule to
37 meet projected baseline completion dates
38 3) Increase the number of working hours per shift, shifts per day, working
39 days per week, the amount of construction equipment, or any combination
40 of the foregoing, sufficiently to substantially eliminate the backlog of work
41 4) Reschedule activities to achieve maximum practical concurrency of
42 accomplishment of activities, and compiy with the revised schedule
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20l 1
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1 2. If no written statement of the steps intended to take is submitted when so requested
2 by the City, the City may direct the Contcactor to increase the level of effort in
3 manpower (trades), equipment and work schedule (overtime, weekend and holiday
4 work, etc.) to be employed by the Contractor in oi•der to remove or arrest the delay
5 to the critical path in the approved schedule.
6 a. No additional cost for such work will be considered.
7 D. The Contract completion time will be adjusted only for causes specified in this
8 Contract.
9 a. Requests for an extension of any Contract completion date must be
10 supplemented with the following:
11 1) Fut•nish justifcation and supporting evidence as the City may deem
12 necessary to determine whether the requested extension of time is entitled
13 under the provisions of this Contract.
14 a) The City will, after receipt of such justiftcation and supporting
15 evidence, make findings of fact and will advise the Contractor, in
16 writing thereof.
17 2) If the City finds that the requested extension of tiine is entitled, the City's
18 deterinination as to the total number of days allowed for the extensions
19 shall be based upon the approved total baseline schedule and on all data
20 relevant to the extension.
21 a) Such data shall be included in the next updating of the Progress
22 schedule.
23 b) Actual delays in activities which, according to the Baseline schedule,
24 do not affect any Contract completion date shown by the critical path in
25 the network will not be the basis for a change therein.
26 2. Submit each request for change in Contract completion date to the City within 30
27 days after the beginning of the delay for which a time extension is requested but
28 before the date of final payment under this Contract.
29 a. No time extension will be granted for requests which are not submitted within
30 the foregoing tiine limit.
31 b. From time to iime, it may be necessaiy for the Contract schedule or completion
32 time to be adjusted by the City to reflect the effects of job conditions, weather,
33 technical difficulties, strikes, unavoidable delays on the pai•t of the City or its
34 representatives, and other unforeseeable conditions which may indicate
35 schedule adjustments or completion time extensions.
36 1) Under such conditions, the City will direct the Contractor to reschedule the
37 work or Conti•act completion time to reflect the changed conditions and the
38 Contractor shall revise his schedule accordingly.
39 a) No additional compensation will be made to the Contractor for such
40 schedule changes except for unavoidable overall conh�act time
41 extensions beyond the actual completion of unaffected work, in which
42 case the Contt•actor shall take all possible action to minimize any time
43 extension and any additional cost to the City.
44 b) Available float time in the Baseline schedule may be used by the City
45 as weil as by the Contractor.
46 3. Float or slack tiine is defined as the amount of time between the eai•liest start date
47 and the latest stai�t date or between the earliest finish date and the latest iinish date
48 of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 20ll
01 32 16 - 4
CONSTRUCTION PROGRESS SCHEDULE
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a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
pt•oviding that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding scheduies.
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
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A. Baseline Schedule
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Woi�th 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 C. Schedule Narrative
35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
36 Schedule Guidance Document.
37 2. Submit schedule narrative monthly no later than the last day of the month.
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D. Submittal Process
1. The City administeis and manages schedules through Buzzsaw.
2. Contractor shall submit documents as required in the City of Fort Worth Schedule
Guidance Document.
3. Once the project has been completed and Final Acceptance has been issued by the
City, no further progress schedules are required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
013216-5
CONSTRUCTIONPROGRESSSCHEDULE
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 ASSURANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addt•essed in this Speciiication shall be pt•epared,
8 updated and revised to accurately reflect the performance of the constr•uction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industiy for similar projects.
11 1.10 DELNERY, STORAGE, AND HANDLING [NOT USED]
12 l.11 FIELD [SIT�] CONDITIONS [NOT U5ED]
13 1.12 WARRANTY [NOT US�D]
14 PART 2- PRODUCTS [NOT US�D]
15 PART 3- EX�CUTION [NOT US�D]
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END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 20l 1
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
1
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3 PART1- GENCRAL
4 1.1 SUMMARY
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O13300-1
SUBMITTALS
Page 1 of 8
SECTION O1 33 00
SUBMITTALS
A. Section Includes:
1. Generai methods and requirements of submissions appiicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
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 PAYM�NT PROCEDURES
�
, 18 A. Measurement and Payment
i 19 1. Work associated with this Item is considered subsidiary to the various items bid.
� 20 No separate payment will be allowed for this Item.
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21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals fi�om the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
' d) Purchasing
e) Fabrication
� Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
013300-2
SUBMITTALS
Page 2 of 8
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d. Make submittals promptly in accordance with appr•oved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the fiist 6 digits of the applicable Specification Section Number.
b. Foi• the next 2 digits number use numbeis 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal numbet• would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section fol• Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog nutnbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed inclLiding:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) "By this submittal, I hereby represent that I have determined and verified
field meastirements, field consh�uction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8'/2 inches x 11 inches to 8'/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
l. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
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013300-3
SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contracto�•
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations fi•om Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufachirer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Productphotographs
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tanh Rehabilitation
Project No. 02316
oi ssoo-a
SUBMITTALS
Page 4 of 8
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7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product war•ranties
12) As applicable to the Work
H. Samples
l. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Woi•k
2) Small cuts or containers of materials
3) Complete units of repetitively used pt•oducts color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, tnaterials purchased or on-site consh�uction accotnplished
21 which does not confoi•m to approved shop drawings and data is at the Contcactor's
22 risk.
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2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
I. Electronic Distribution
a. Confirm development of Pt•oject directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractoi• shall sttbmit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropi•iate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
01 33 00 - 5
SUBM[TTALS
Page 5 of 8
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, whej•e required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
IC. Submittal Review
The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
If the shop drawings, data or samples as submitted describe variations and show a
depat�ture fi•om the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
Submittais will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAICEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
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4.
5
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
013300-6
SUBMITTALS
Page 6 of 8
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c.
��
1) 'BXCEPTIONS NOTED". This code is assigned when a confrmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufactut•e;
however, all notations and comments must be incorporated into the
final product.
Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to t•equire a
resubmittal of the package.
a) The Contractor may release the equipment ot• material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections othet• than requested by the City
2) Marked with revision triangle or other similar method
a) At Conh•actor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contt•actor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimb�u•sement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for tnore than 1 t•esubmission or any other deiay in obtaining City's
review of submittals, will not entitle the Contcactor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not i•eview submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considei•ed °Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
pi•ovided thereof to the City at least 7 Calendar Days prior to release foi•
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabi(itation
Project No. 02316
O13300-7
SUBMITTALS
Page 7 of 8
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9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may cariy out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, wiil be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
L Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
SUBMITTALS [NOT IJSED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDJ
34 1.9 QUALITY ASSURANCE [NOT USED]
35 1.10 DELIVERY, STORAGC, AND HANDLING [NOT US�D]
36
37
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT US�D]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
013300-8
SUBMITTALS
Page 8 of 8
1 PART 2- PRODUCTS [NOT USED]
2 PART 3 - �X�CUTION [NOT USED]
3 END OF S�CTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised December 20, 2012
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 2
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
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13 1.2
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26 1.3
SECTION O1 45 23
TESTING AND INSPECTION SERVICES
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
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. Technical Specifications
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.
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 wiil not be issued by City until all required payments
for testing by Conh•actor have been paid in full.
REFERENCES [NOT USED]
27 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Dish�ibution
1) Confirm development of Project directary for electronic submittals to be
uploaded to City's Buzzsaw site, or another exte�nal FTP site approved by
the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
Stage Coacli Ground Storage Tank Rehabilitation
Project No. 02316
1
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014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Conh�act Documents.
1.5 SUBMITTALS [NOT USCD]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
1.7 CLOSGOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELNERY, STORAG�, AND HANDLING [NOT USGD�
24 1.11 FI�LD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT US�D]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28
29
30
END OF 5ECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Ju(y 1, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
o � so 00 - i
TEMPORARY FACILITIES AND CONTROLS
Page i of 4
1
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SECTION O1 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
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19
A. Section Includes:
1. Provide temporary facilities and conh•ols needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations 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
3. Technical Specifications
1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various Items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREM�NTS
25
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27
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29
30
31
32
33
34
35
36
37
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 coordinate with City regarding water needs. City to provide
Contractor with water for construction at no cost to the Contractor.
3. Electricity and Lighting
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July 1, 2011
ot s000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
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a. City can provide Contractor with a 100 Amp, 480 Volt three phase circuit, as
well as 120/208 Volt three phase circuits fi�om the existing panels. Contractor
shall be responsible for providing for additional power needs.
4. Telephone
a. Provide emeigency telephone service at Site for use by Contractor personnel and
others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporaiy heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitaiy facilities for persons on Site.
a. Comply with t•egulations of State and local depat•tments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed fi�om these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accot•dance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained thl•oughout 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 foi• 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 sti•uctures to provide drainage away fi�otn
temporary and existing buildings.
6. Remove building fi•om site prior to Final Acceptance.
D. Temporaiy Fencing
I. Provide and maintain foi• the duration oi• construction when required in contract
documents
E. Dust Control
1. Contractor is responsible for maintaining dust conti•ol through the duration of the
pt•oject.
a. Coniractor r•emains on-call at all times
b. Must respond in a timely manner
44 F. Temporary Protection of Construction
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
1
2
3
4
5
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7
8
�
�
11
Ol 5000-3
TEMPORARY FAC[L[TIES AND CONTROLS
Page 3 of 4
1. Contractor or subcontractors are responsible foi• 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 MATCRIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIV�RY, STORAGC, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 3.1 INSTALLERS [NOT USED]
14 3.2 EXAMINATION [NOT USED]
15 3.3 PREPARATION [NOT USED]
16 3.4 INSTALLATION
17 A. Temporary Facilities
18 1. Maintain all temporaiy facilities for duration of construction activities as needed.
19 3.5 [REPAIR] / [RESTORATION]
20 3.6 RE-INSTALLATION
21 3.7 FIELD [ou] SITE QUALITY CONTROL [NOT USED]
22 3.8 SYSTEM STARTUP [NOT USED]
23 3.9 ADJUSTING [NOT USED]
24 3.10 CLEANING [NOT USED]
25 3.11 CLOSEOUT ACTIVITI�5
26 A. Temporary Facilities
27 1. Remove all temporary facilities and restore area after completion of the Work, to a
28 condition equal to or better than prior to start of Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Stage Coacli Ground Storage Tank Rehabilitation
Project No. 02316
o� s000-�+
TEMPORARY PAC[LITIES AND CONTROLS
Page 4 of 4
1 3.12 PROTECTION [NOT USED]
2 3.13 MAINT�NANCE [NOT USED]
3 3.14 ATTACHMENTS [NOT USED]
4 �ND OF SECTION
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabiiitation
STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 201 I
O 1 66 00 - I
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 3
1
2
S�CTION O1 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- G�N�RAL
4
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1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for deliveiy
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments ,
B. Deviations fi•om this City of Fort Worth Standard Specification
l. None.
C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Technical Specifications
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USCD]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule deliveiy of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the deliveiy.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
016600-2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 3
1 4. Deliver products or equipment in manufacturer's original unbrolcen cartons or other
2 containers designed and constructed to protect the contents fi•om physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufactui•er, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7
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B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions foi• safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or• existing facilities and to maintain fi�ee access at
all tiines to all parts of Work and to utility service company installations in
vicinity of Work.
Keep materials and equipment neatly and compactly stored in locations that will
cause minimutn inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Pi•oject Representative.
Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner ot• other person in possession or control of premises.
Store in manufacturers' unopened containers.
Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owneis and general public
and maintain at least 3 feet fi�om fre hydrant.
I<eep public and private driveways and street crossings open.
Repair or replace damaged lawns, sidewalks, streets or other improvetnents to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along r•oute of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Pi•oject Representative.
7.
8.
�1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revised July I, 201 I
Stage Coach Ground Storage Tank Rehabilitation
Project No. 023 ( 6
016600-3
PRODUCT STORAGE AND HANDLING 2EQUIREMENTS
Page 3 of 3
1 1.11 FIELD [SITE] CONDITIONS [NOT US�D]
2 1.12 WARRANTY [NOT USEDJ
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
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31 INSTALLCRS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / R�STORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USCD]
3.7 FIELD [oR] SIT� QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTII
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
Revised July I, 2011
Stage Coacli Ground Storage Tank Rehabilitation
Project No. 02316
017423-I
CLEANING
Page I of 4
1
2
3 PART1- GEN�RAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
SECTION O1 74 23
CLEANING
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Speciiication Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Foims and Conditions of the Conti•act
2. Division 1— General Requirements
3. Technical Specifications
1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 l. Work associated with this Item is considered subsidiar•y to the various Items bid.
17 No separate payment will be ailowed for this Item.
18 1.3 2�FERENCCS [NOT US�D]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and othet• contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prioi• to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSCOUT SUBMITTALS [NOT USED�
28 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
C[TY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July I, 2011
01 74 23 - 2
CLEANING
Page 2 of 4
1 l.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
ll 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
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PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3S REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
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, oii or paint thinner in
storm or sanitary drains or seweis.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatoiy agencies.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
O17423-3
CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this pt•oject.
4 8. Remove ali signs of temporaty construction and activities incidental to construction
5 of required pertnanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City i•eserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Consh•uction
10 l. I<eep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly inteivals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimttm of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Priol• to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become aii•borne or transported by flowing water during the stortn.
21 C. Interior Final Cleaning
22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
23 foreign matecials fi�om sight-exposed surfaces.
24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
25 3. Wash and shine glazing and mirrors.
26 4. Polish glossy surfaces to a clear shine.
27 5. Ventilating systems
28 a. Clean permanent filters and replace disposable filters if units were operated
29 during construction.
30 b. Clean ducts, blowers and coils if units wei•e operated without filteis dui•ing
31 construction.
32 6. Replace all burned out lamps.
33 7. Broom clean process area floois.
34 8. Mop office and control room floois.
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D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers fi•om site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
01 74 23 - 4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, lights, signals, etc.
4 3.11 CLOS�OUT ACTNITIES (NOT US�D]
5 3.12 PROTECTION [NOT US�D]
6 3.13 MAINT�NANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT US�D]
8 END OF SECTION
G]
10
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 2011
01 77 19 - I
CLOSEOUT REQUIREMENTS
Page i of 3
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3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 77 19
CLOSEOUT REQUIREMENTS
5 A. Section Includes:
6 L The procedure fot• closing out a contract
7 B. Deviations from this City of Fort Woi�th Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— Genet•al Requirements
12 3. Technical Specifications
13 1.2 PRICE AND PAYM�NT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiaiy to the various Items bid.
16 No separate payment will be allowed for this Item.
17 1.3 RCFCRENCCS [NOT USCD]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Guarantees, Bonds and Affidavits
20 1. No application for final payment will be accepted until all guarantees, bonds,
21 certificates, licenses and affidavits requii•ed for Work or equipment as specified are
22 satisfactorily filed with the City.
23 B. Release of Liens or Claims
24 1. No application for final payment will be accepted until satisfactoiy evidence of
25 release of liens has been submitted to the City.
26 1.5 SUBMITTALS
27 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SP�CIPICATION DOCUMENTS Project No. 02316
Revised July l, 20l I
1 1.6 INFORMATIONAL SUBMITTALS [NOT US�D]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - �XECUTION
5 3.1 INSTALL�RS [NOT USED]
6 3.2 EXAMINATION [NOT US�D]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDUR�
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01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
A. Prior to requesting Final Inspection, submit:
l. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Data, if required, in accordance with Section O 1 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
O1 74 23.
C. FinalInspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City wiil notify the Conhactor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the CiYy, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
017'719-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
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1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Docutnentation
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 Repoi�t (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request foi• payment.
3.5 REPAIR / RESTORATION [NOT US�D]
3.6 RE-INSTALLATION [NOT USGD]
3.� Fi�Ln �oR� siT� QuALiTY coNTxoL �NOT usE��
3.8 SYST�M STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT US�D]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANC� [NOT USED]
3.14 ATTACHMENTS [NOT USCD]
END OF SECTION
CITY OF FORT W02TH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July 1, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
1
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SECTION O1 78 39
PROJECT RECORD DOCUMENTS
Ol 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 4
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 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
3. Technical Specifications
1.2 PRIC� AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
Stage Coach Grotmd Storage Tank Rehabilitation
Project No. 02316
O1 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 4
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2. Accuracy of records shall be such that future search foi• items shown in the Contract
Documents may rely reasonably on information obtained fi�om the approved Project
Record Documents.
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
infot•mation that the change has occurred.
4. Provide factual infot•mation regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAG� AND HANDLING
A. Stot•age and Handling Requirements
1. Maintain the job set of Record Documents completely protected from detef•ioration
and fi•om loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally requii•ed by the
Contract Documents.
1.11 FIELD [SIT�] CONDITIONS [NOT USED]
L12 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
�
22
2.1 OWNER-FURNISH�D [oR] OWNER-SUPPLIED PRODUCTS [NOT USCD]
2.2 RECORD DOCUMENTS
23 A. Job set
24 l. Promptly following receipt of the Notice to Proceed, secure fi�om the City, at no
25 chai•ge to the Conh•actor, 1 complete set of all Documents coinprising the Contract.
26 B. Final Record Documents
27 1. At a time neat•ing the completion of the Work and prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Conh�act.
C[TY OP FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July I, 201 I
0
2
2.3 ACCESSORI�S [NOT USED]
2.4 SOURCE QUALITY CONTROL (NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALL�RS [NOT USED]
5
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IS
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3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
017839-3
PROJECT RECORD DOCUMEN"PS
Page 3 of 4
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 O1 71 23,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by 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 soine cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the finai physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
S1'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 2011
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 4
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2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully ti•ansfer 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.
c. Call attention to each entry by drawing a"cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the appi•oval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document fi�om the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 R�PAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT U5�D]
3.10 CL�ANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANC� [NOT US�D]
3.14 ATTACHMENTS [NOT US�D]
CND OF SGCTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS
Revised July 1, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
312316-1
UNCLASSIFIED EXCAVATION
Page 1 of 4
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
S�CTION 31 23 16
UNCLASSIFIED EXCAVATION
5 A. Section Includes:
6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials
7 encountered to the lines, grades, and typical sections shown on the Drawings and
8 removal from site. Excavations may include construction of
9 a. Roadways
10 b. Drainage Channels
11 c. Site Excavation
12 d. Excavation for Structures
13 e. Or any other operation involving the excavation of on-site materials
14 B. Deviations fi�om this City of Fort Worth Standard Specification
15 l. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1— General Requirements
19 3. Section 31 24 00 — Embankments
20 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement - Measurement for this Item shall be by the lump sum. Limits of
measurement is shown on the Drawings.
B. Payment - 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 lump sum of "Unclassified Excavation by Plan". No additional compensation will
be allowed for rock or shrinkage/swell factors, as these are the Contractor's
responsibility.
C. The price bid shall include:
1. Excavation
2. Excavation Safety
3. Drying
4. Dust Control
5. Reworking or replacing the over e�cavated material in rock cuts
6. Hauling
7. Disposal of excess material not used eisewhere onsite
8. Scarification
9. Clean-up
CITY OF FORT WORTH Stage Coach Groimd Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised January 28, 2013
3I 23 l6 - 2
UNCLASSIFIED EXCAVATION
Page 2 of 4
1.3 REFERENCCS [NOT USCD]
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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.
8 1.4 ADMINSTRATIVE REQUIREMENTS
9 A. The Contractor will provide the CiYy with a Disposal Letter in accordance to Division
10 O1.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOS�OUT SUBMITTALS [NOT USED]
14 1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT US�D]
15 1.9 QUALITY ASSURANCC
16 A. Excavation Safety
17 1. The Contractor shall be solely i•esponsible for making all excavations in a safe
18 manner.
19 2. All excavation and related sheeting and bracing shall comply with the requirements
20 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
21 1.10 D�LIVERY, STORAGE, AND HANDLING
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A. Storage
l. Within Existing Rights-of-Way (ROW)
a. Soil may be stoi•ed within existing ROW, easements or temporary construction
easements, unless specifically disallowed in the Contract Documents.
b. Do not block drainage ways, inlets or driveways.
c. Provide erosion control in accordance with Section 31 25 00.
d. When the Work is performed in active traffic areas, store materials only in
areas barricaded as pi•ovided in the traffic conti•ol plans.
e. In ilon-paved areas, do not store material on the root zone of any tt•ees or in
landscaped areas.
2. Designated Storage Areas
a. If tl�e Conti•act Documents do not allow the storage of spoils within the ROW,
easement ot• tempot•ary construction easement, then secure and maintain an
adequate storage location.
b. Provide an affidavit that rights have been secured to store the materials on
private property.
c. Provide erosion control in accordance with Section 31 25 00.
d. Do not block drainage ways.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECII'ICATION DOCUMENTS Project No. 02316
Revised January 28, 2013
1 1.11 FIELD CONDITIONS
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312316-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
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 fi•om by the Contractor.
2. Data is made available for the convenience of the Contractor.
1.12 WARRANTY [NOT US�D]
9 PART 2- PRODUCTS [NOT USED]
10 2.1 OWNER-FURNISH�D [NOT USED]
11 2.2 PRODUCT TYPES AND MATERIALS
12 A. Materials
13 1. Unacceptabie Fili Material
14 a. In-situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
15 D2487
16 PART 3 - EX�CUTION
17 3.1 INSTALLERS [NOT USED]
18 3.2 EXAMINATION [NOT USED]
19 3.3 PREPARATION [NOT USED]
20 3.4 CONSTRUCTION
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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 fi•om water, snow and ice
during construction with eh exception of water that is applied for dust control.
C. Separate Unacceptable Fill Material fi•om 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.
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS
Revised January 28, 2013
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
1
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3� as i6-a
UNCLASSIFIED EXCAVATION
Page 4 of 4
2. In the event of over excavation due to conh�actor error below the lines and grades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
H. Earth Cuts
1. Excavate to finish subgrade
2. In the event of over excavation due to contractor error below the lines and grades
established in the Drawings, use approved embankment material compacted in
accordance with Section 31 24 00 to replace the over excavated at no additional
cost to City.
3. Manipulate and compact subgrade in accordance with Section 31 24 00.
3.5 R�PAIR [NOT US�D]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD QUALITY CONTROL
I S A. Subgrade Tolerances
16 1. Excavate to within 0.1 foot in all directions.
17 2. In areas of over excavation, Contractor provides fill material approved by the City
18 at no expense to the City.
19 3.8 SYSTCM STARTUP [NOT USED]
20 3.9 ADJUSTING [NOT US�D]
21 3.10 CL�ANING [NOT USED]
22 3.11 CLOS�OUT ACTIVITI�S [NOT US�D]
23 3.12 PROTECTION [NOT USED]
24 3.13 MAINTCNANCE [NOT US�D]
25 3.14 ATTACHM�NTS [NOT US�D]
26
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnso❑ 1.2 - Measurement and Payment Section modified; Blue Text added for clarification
1/28/13 D. Johnson 1.2 — Modified Bid Item names in payment section to differentiate between Payment
Methods on bid list.
L►•III
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised January 28, 2013
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329213-I
HYDROMULCHING, SEEDING AND SODD[NG
Page 1 of 8
SECTION 32 92 13
HYDROMULCHING, SEEDING AND SODDING
PART1- GEN�RAL
1.1 SUMMARY
A. Section Includes:
1. Furnishing and installing grass sod and permanent seeding as shown on Drawings,
or as dir•ected.
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 91 19 — Topsoil Placement and Finishing of Parkways
1.2 PRIC� AND PAYM�NT PROCEDURES
A. Measurement and Payment
1. Block Sod Placement
a. Measurement
1) Measurement for this Item shall be by the square yard of Block Sod placed.
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 yard of Block Sod placed.
c. The price bid shall include:
1) Furnishing and placing all sod
2) Rolling and tamping
3) Watering (until established)
4) Disposal of surplus materials
2. Seeding
a. Measurement
1) Measurement for this Item shall be by the lump sum of Seed spread.
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 lump sum of Seed placed fot• various installation methods.
c. The price bid shall include:
I) Furnishing and placing all Seed
2) Furnishing and applying water for seed fertilizer
3) Slurry and hydraulic mulching
4) Fertilizer
5) Watering and mowing (until established)
6) Disposal of surplus materials
3. Mowing
a. Measurement
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
329213-2
HYDROMULCHING, SE�DING AND SODDING
Page 2 of 8
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1) Measurement for this Item shall per each.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as pt•ovided under "Measurement" will be paid for at the unit
price bid per each.
1.3 REFER�NC�S [NOT USED]
1.4 ADMINISTRATIVE REQUIR�MENTS [NOT USED]
1.5 ACTION SUBMITTALS [NOT US�D]
1.6 INFORMATIONAL SUBMITTALS
A. Seed
1. Vendors' cei�tification that seeds meet Texas State seed law including:
a. Testing and labeling for pure live seed (PLS)
b. Name and type of seed
2. All seed shall be tested in a laboratory with certified results presented to the City in
writing, prioi• to planting.
3. All seed to be of the pi•evious season's crop and the date on the container shall be
within 12 months of the seeding date.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINT�NANC� MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT US�D�
1.10 DELIV�RY, STORAG�, AND HANDLING
A. Block Sod
1. Protect from exposure to wind, sun and fi�eezing.
2. Keep stacked sod moist.
B. Seed
l. If using native grass or wildflower seed, seed must have been harvested within 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 fertilizet• law.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT US�D]
PART 2 - PRODUCTS [NOT USED]
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS AND �QUIPMENT
A. Materials
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20. 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
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329213-3
HYDROMULCHING, SEEDING AND SODDING
Page 3 of 8
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, undesirabie
foreign materials and weeds and grasses deleterious to its growth or which
might affect its subsistence or hat•diness when transplanted.
d. Minimum sod thickness: 3/4 inch
e. Maximum grass height: 2 inches
£ Acceptable growing beds
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 shaii 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 live seed (PLS)
and other material in the mixture
b) Seed not allowed:
(1) Johnsongrass
(2) Nutgrass seed
4) Harvest seed within 1-year prior to planting
b. Non-native Grass Seed
1) Plant between April 15 and September 10
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percenY) (percent)
25 Bermuda (unhulled) cynodon c�actylon 85 90
75 Bermuda (hulled) cyf�odon dactylon 95 90
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2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPEC[F[CATION DOCUMENTS Project No. 02316
Revised December 2Q 2012
3z9z is-a
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 8
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220 Rye Grass loliarn� mulfiiflo�^amz
75 Bermuda (unhulled) cynodon dactylon
85 90
95 90
c. Native Grass Seed
1) Plant between February 1 and October 1.
Lbs. PLS/Acre
1.6
5.5
3.7
17.0
1.8
0.5
6.0
8.0
1.2
1.8
10.0
Common Name
Green Sprangletop
Sideoats Grama*
Little Bluestem*
Buffalograss
Indian Grass*
Sand Lovegrass*
Big Bluestem
Eastern Grama
Blue Grama
Switchgrass
Prairie Wildrye*
Botanical Name
Leptochloa dubia
Bot�telozia ctn�tipendtrla
Schizachyriurn scoparrufn
Ba�chloe dactyloides
So�ghastrum nutans
Eragrostis U•ichodes
And�•opogon gerardii
Ti•ipscacurn dactyloides
Boa�teloua gracilis
Panicum virgataas�
Elymus cm�adensis
d. Wildflower Seed
1) Plant between the following:
a) March 5 and May 31
b) Septembet• 1 and December 1
Lbs. PLS/Acre Common Name Botarrical Nar��e
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias iubei•osa
2.0 Clasping Coneflower* Rardbecicia antple�:icaadis
3.0 Golden - Wave Co�•eopsis basalis
13.4 Illinois Bundleflower Desn�anthus illinoensis
13.6 Partridge Pea CQSSIG fQSCICl/IGIQ
2.0 Prairie Verbena l�ef•bena bipinnatifida
8.0 Texas Yellow Star Li��dheirneri texana
8.0 Winecup Callii�hoe im�olci�nla
2.0 Black-eyed Susan Rudbecicia hirta
18.0 Cutleaf Daisy E»gelrnannia pinnatifida
2.0 Obedient Plant Physostegia interi»edia
3.0 Pitcher Sage Salvia azcn�ea
2.0 Plains Coreopsis Coi•eopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
*not to be planted within ten feet of a road or parking lot ot• within three feet of a
wa(Icway
e. Temporaiy 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 from paper mills or recycled newspaper).
c. No growth or germination inhibiting factoi•s.
d. No moi•e than ten percent moisture, air diy weight basis.
e. Additives: binder in powder form.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Grow�d Storage Tank Rehabilitation
Project No. 02316
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329213-5
HYDROMULCHING, SEEDING AND SODDING
Page 5 of 8
f. Form a strong moisture retaining mat.
4. Fertilizer
a. Acceptable condition for distribution
b. Applied uniformly over the pianted 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 - I50 pounds of nitrogen per acre
5. Topsoil: See Section 32 91 19.
6. Water: clean and free of industrial wastes or other substances harmful to the
germination of the seed or to the growth of the vegetation.
7. Soil Retention Blanket
a. "Cu�•lex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
2.3 ACCESSORI�S [NOT U5�D]
2.4 SOURCE QUALITY CONTROL [NOT USCD]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A. Surface Preparation: clear surface of ail materiai including:
1. Stumps, stones, and other objects larger than one inch.
2. Roots, brush, wire, stakes, etc.
3. Any objects that may interfere with seeding or maintenance.
B. Tilling
1. Compacted areas: till 1 inch deep
2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
seed/water run-off
3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees.
3.4 INSTALLATION
A. Block Sodding
1. General
a. Place sod between c�n•b and walk and on terraces that is the same type grass as
adjacent grass or existing lawn.
b. Plant between tl�e average last fi�eeze date in the spring and 6 weeks prior to the
average first freeze in the fall.
2. Installation
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
, Revised December 20, 2012
3292I3-6
HYDROMULCHING, SEEDING AND SODDING
Page 6 of 8
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a. Plant sod specified after the area has been completed to the lines and grades
shown on the Drawings 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 fi�om the time it is dug until planted.
d. Place sod so that the entire area designated for sodding is covet•ed.
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 unifot•m
slope.
g. Peg sod with wooden pegs (or wire staple) di•iven 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 ancillaiy cost to Contractor by means of temporaiy
metering / irrigation, water truck or by any other method necessary to achieve
an acceptable stand of turf as defined in 3.13.B.
b. Thoroughly water sod immediately after planted.
c. Watei• until established.
d. Generally, an amount of water that is equal to the average amount of rainfall
plus 1/2 inch per week should be applied until accepted. If applicable, plant
large areas by irrigation zones to ensure areas are watered as soon as they are
planted.
B. Seeding
24 1. General
25 a. Seed only those areas indicated on the Drawings and areas disturbed by
26 construction.
27 b. Mark each area to be seeded in the field prior to seeding for City approval.
28 2. BroadcastSeeding
29 a. Broadcast seed in 2 directions at right angles to each other.
30 b. Hai•i•ow or rake lightly to cover seed.
31 c. Never covei• seed with more soil than twice its diameter.
32 d. Fot• wildflower plantings:
33 1) Scalp existing grasses to 1 inch
34 2) Remove grass clippings, so seed can make contact with the soil.
35 3. Mechanically Seeding (Drilling):
36 a. Uniformly distribute seed over the areas shown on the Drawings or as directed.
37 b. All varieiies of seed and fertilizer may be distributed at the same time provided
38 that each component is unifortnly applied at the specified rate.
39 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
40 drill.
41 d. Drill on the conto�u� of slopes
42 e. After planting roll with a roller integral to the seed drill, or a corrugated roller
43 of the "Cultipacker" type.
44 £ Roll slope areas on the contoui•.
45 4. Hydromulching
46 a. Mixing: Seed, mulch, fei•tilizer and water inay be mixed provided that:
47 1) Mixture is uniformly suspended to form a homogenous slurry.
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Project No. 02316
Revised December 20, 20t2
329213-7
HYDROMULCHING, SEEDING AND SODDING
Page 7 of 8
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19 3.6
2) Mixture forms a blotter-like ground cover impregnated uniformly with
grass seed.
3) Mixture is applied within 30 minutes after placed in the equipment.
b. Placing
1) Uniformly distribute in the quantity specified over the areas shown on the
Drawings or as directed.
5. Fertilizing: uniformly apply fertilizer over seeded area.
6. Watering
a. Furnish water by means of temporaiy 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 48 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 1/2 inch per week should be applied until accepted.
REPAIR/RESTORATION [NOT US�D]
RE-INSTALLATION [NOT USED]
20 3.7 FIELD QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE
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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
l. 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 fi�ee from bare areas
3. Turf will be accepted once fully established.
a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow
cycle performed by the Contractor prior to consideration of acceptance by the
City.
C. Rejection
CITY OF FOR'C WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
329213-8
HYDROMULCHING, SEEDING AND SODDING
Page 8 of 8
1 1. City may reject block sod or seeded area on the basis of weed populations.
2 3.14 ATTACHMENTS [NOT USED]
3 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Stage Coach Ground Storage'I'ank Reliabi(itation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised December 20, 2012
33 16 13.71 - 1
STEEL GROUND STORAGE TANK REHABILITATION
Page I of 7
SECTION 33 16 13. 71
STEEL GROUND STORAGE TANK REHABILITATION
PART 1 - GEiVGRAL
1.01 SC'OP�
The types of miscellaneous metal fabrications Work includes, but is not necessarily limited to, the
following:
A Metal Repair
B. Remove and Replace Top 10' of Ladder with Ladder Safety Device
C Add Shell and Roof Man-Ways
D. Add Additional Platform Railing
E. Repair Vents
F. Replace ALL Bolts (Excluding Connections Being Welded)
� Replace Roof Beam or Roof Rafter
H Add Concrete Step for Stairs
I . Foundation Repairs
J. Furnish and Install Labels — Confined Space Entry
IC Weld All Existing Column, Beam and/or Rafter Connections That Are Currently Bolted and Remove
Bolts
L. Anti-Vortex Device Repairs
M Swing Arm Repairs
N. Removal of Cathodic Protection Box and Two Brackets
1. 02 REFERENC� SPECi FI CATI Oi\'S AND STANDARD6
A. Comply with the applicable provisions and recommendations of the following, except as otherwise
shown or speciiied:
1. AWWA D100, Standard for Welded Steel Tanks for Water Storage
2. AWWA C652, Standard for Disinfection of Water Storage Facilities
3. NSF 61, Materials in contact with Potable Water
4. ASTM A 36, Structural Steel
1. 0 3 FI ELD 1VEAS UI2ElVENT
Neel-Schnffer, Inc.
O: `./o6s1)ZZq/ -Singe Canclt��Design�S[�eciJicnliorts�Rapair Specifcations 33 /6 l3.7Ldac
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
33 16 13.71 - 2
STEEL GROUND STORAGE TANK REHABILITATION
Page 2 of 7
Take field measurements where required prior to preparation of Shop Drawings and fabrication to ensure
proper fitting of the Work.
1. 04 SHOP ASSENBLY
Preassemble items in the shop to the greatest extent possible, so as to minimize field splicing and assembly
of units at the project site. Disassemble units only to the extent necessary for shipping and handling
limitations. Clearly mark units for reassembly and coo►•dinated installation.
1. 0 5 S HOP DRAW NG5
A Submit copies of manufacturer's specifications, load tables, dimension diagrams, anchor details, and
installation instructions for products to be used in miscellaneous metal fabrications work.
B. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and
accessories. Verify field measurements prior to submission of shop drawings to ENGINEER.
PART 2 - M�T�RI ALS
2.01 GGNGRAL
Materials and material tests for the steel tank and all tank components shall comply with the latest edition of
AW WA D 100 except as modified herein.
A. Steel Sections: ASTM A36.
B. Stainless Steel Sheet and Plate: ASTM A 240.
C Bolts, Nuts and Washers: ASTM A307, or ASTM A 325.
D. Steel pipe and pipe fttings shalf confoim to ASTM A-120.
E. Welding electrodes shafl conform to ASTM 233 E60 or E70.
I+. Welding:
1. All shop and field welding shall confocm to AWS atld AWWA D100, Section 10.
2. Before any welding is pecformed, Contractor shall make certain that the welders or welding
operators have their credentials for acceptance.
3. All defective welds shall be removed and repaired in accordance with Section 11 of AWWA
D100, latest revision.
G. Fabrication: AWWA D100, Section 9 Shop Fabcication.
H Testing:
1. Testing for both shop and field welds shall be in accordance with AWWA D100, Section 11,
Inspection and Testing.
2. Afl testing shall be performed prioc to interiot• and exterior feld painting. The Testing shall be
perfortned by an independent testing agency with all costs included in the Contractor's bid and
paid by the Contcactor.
2. 02 TANK RENDVE/ REPAI R! REPLACEIV�NT I TG1VB AND SI T� I NPROVGNENTS
Neel-Schnffer, Inc. Stage Coach Ground Storage Tank Rehabilitation
O:'�Jo6sV220/ -Slage Cone•1�IDesign:S�eei)icalians!Repnir SpeciTcnlians 33 /h 13.7Ldac PCOJCCt i�0. �i31 f)
33 16 13.71 - 3
STEEL GROUND STORAGE TANK REHABILITATION
Page 3 of 7
All accessories including ladders, man-ways, railings and vents shall be fabricated in accordance with
AWWA D100, Section 7.
A. Remove and Replace Top 10' of Interior Ladder (with Ladder Safety Device)
1. A painted or galvanized steel ladder for access to the tank interior fi•om the roof shall be provided.
This ladder shall be equipped with a ladder safety rail or cable.
2. Remove all ladder supports and brackets from tank. Grind all attachment points smooth. Dispose
of ladder and all associated items.
3. Replace the ladder and permanently secure it by welding it to the support braces and the braces to
the tank shell. Provide all welding, brackets, and connective apparatuses to permanently af�x the
ladder.
4. Provide a Ladder Safety Device for the ladder. The Ladder Safety Device shall be a SAF-T-CLIMB
Ladder Fall Prevention System by North Safety Products. The system shall be supplied complete
with locking mechanisms and accessories for one person.
5. This shall be paid by the linear foot of ladder.
B. Add Shell Man-Way
1. Remove and dispose of the existing 24" northwest man-way.
2. Increase the size of the man-way to 36".
3. All wall penetrations will require a steel stiffener plate on the exterior and neck reinforcement
around the hole. Weld the stiffener plate to the outside tank wall and cut a hole in tank wall for the
proposed 36" man-way and the neck stiffener plate. Weld the perimeter of the stiffener plate and neck
plate to the sheil (and each other) both internally and externally.
4. Grind all repair points smooth.
5. Add hinges.
6. Add flange to neck.
7. Install blind flange with handle and gasket.
8. Supply all bolt assemblies (bolt, washer and nut) and other miscellaneous items to complete the
man-way.
9. This shall be paid by the each.
C Add Roof Man-Way
L Install the proposed roof man-way opposite the existing one.
2. Avoid roof rafters and/or roof beams, or adjust them as needed.
3. Cut the hole for the roof man-way.
4. Weld the pe►•imeter of the neck plates to the roof (and each other) both internally and externally.
5. Grind all repair points smooth.
6. Add hinges and lock plates.
7. Add hatch plate.
8. Install handle and gasket.
9. Supply all othec miscellaneous items to complete the man-way.
10. This shall be paid by the each.
D. Add Additional Platform Railing
1. Existing Railing Extension. The existing roof railing shall be extended by 8' on both sides.
2. Proposed Railing at Proposed Roof Man-Way. The proposed roof man-way shall have 32' of
railing centered on it.
3. This shall be paid by the linear foot of railing.
E. Repair Vents
,
�
�
i
Neel-Schnffer, Inc.
O:'JobsV 2201 - S(age Coach IDesign �Speci�cn(ions �Repnir SpeciJicatians 33 / 6 139Ldoc
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
33 I6 13.71 - 4
STEEL GROUND STORAGE TANK REHABILITATION
Page 4 of 7
The existing vents have gaps along their bases. These shall be cleaned and welded continuously to seal
all gaps. This shall be paid by the each.
P'. Replace All Bolts (Excluding Connections Being Welded)
The tank may have bolt assemblies, including bolts with washers and nuts. The Contractor shall replace
all bolts, nuts and washers with galvanized; except for those connections being welded. The size shall
be matched to existing. This item will be paid by the pound.
G, Replace Roof Beam or Roof Rafter
The tank may have roof beams and/or roof rafters that need to be ceplaced. The sections shall be
matched to existing. This item, if needed, will be paid by the pound.
H. Add Concrete Step for Stairs
1. Add a concrete step to the existing conccete pad.
2. Dowel the step in the pad.
3. Use appropriate City specifications foc concrete and steel.
4. This shall be paid by the each.
I . Foundation Repairs
1. Prepare the existing foundation by cleaning, scraping or chipping away loose concrete.
2. Clean surfaces to be repaired of any loose material and or dust.
3. Apply grout as needed to complete repair.
4. Use appropriate City specifications for repairs and grout.
5. This shall be paid by the lump sum.
J. Attach "Confined Space Enhy" signs
After painting of exterior surfaces has been completed, install new sign stating "DANGER — Confined
Space — Authorized Personnel Only" in a location clearly visible near entry to the tank. This shall be
paid by the each.
K Weld All Existing Column, Beam and/oc Rafter Connections That Are Cucrently Bolted and Remove
Bolts
All bolted connections between columns, beams and/or rafters shall be modified to welded
connections. The existing bolts shall be removed. Al( connections shall be completely welded. All
surfaces shall be ground smooth, blasted and coated. This shall be paid by the lump sum.
L. Anti-Vortex Device Repairs
The Anti-Vortex Device (at the outlet) shall be modified by opening up (cutting/grinding as needed)
the top approximately 30" opening. It is currently partiafly covered with a plate. A 36" x'/a" plate shall
be bolted over the 30" opening. All surfaces shall be ground smooth, blasted and coated. This shall be
paid by the each.
M Swing Arm Repairs
Nee(-Schnffer, Inc. Stage Coach Ground Storage Tank Rehabilitation
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The existing southeast shell 24" man-way needs repairs. The blind flange is not connected to the swing
arm. The swing arm is stuck and doesn't move. The contractor shall make modifications as needed for
this to be a functional item. This shall be paid by the lump sum.
N. Removal of Cathodic Protection Box and Two Brackets
The existing Cathodic Protection box on the wall of the tank shall be removed along with the two
brackets on the wall above the box. All surfaces shall be ground smooth, blasted and coated. This shall
be paid by the lump sum.
Q Unclassified Excavation
1. Per plan grades, construct drainage ditches from the western portion of the ground storage tank
around both the north and south portions and daylight as shown to the northeast and southeast.
2. Contractor shall be responsible for the disposal of all unclassifed excavation.
3. This shall be paid by the lump sum.
P. Hydromulch
Once final grading and major conshuction activities have been completed, hydromulch seeding shall be
installed and in•igated twice a week until grass has been established. This item shall be paid for as a
lump sum item.
2. 0 3 M S CELLANEOUS TANI{ REPAI RS
A Immediately after blast cleaning the tank interior surfaces, an inspection shall be made by the Owner or
'' Representative in the presence of the Contractor to determine if any additional repair items will be
authorized by the Owner as additional work to be paid for at the Unit Bid prices for tank repair. This
includes pit welding or seam welding.
B. All repairs shall be made in a manner to effect a permanent repair. All weiding shall be done by
c�ualified personnel. Care should be taken to avoid damage to seams, plates and pipe connections,
which could result in leakage. The Contractor shall guarantee the water tank to be fi•ee from leakage
upon completion of his work.
C Any welding on the tank shall be in conformance with the requirements of AW WA Standard for
welded steel tanks for water storage (AWWA D100).
PART 3 - EXECUTION
3.01 PREPARATION
A Obtain ENGINEER approval prior to site cutting or making adjustments not scheduled.
B. All repair and/or replacement items specified here in shall be conducted prior to beginning any surface
coatings.
C All welding procedures, welders and welding operators shall be qualified in accordance with ASME
Section IX for the processes and positions utilized.
D. Surfaces to be welded may have a protective coating applied to them which need not be removed
before they are welded unless specifically prohibited by the welding procedures.
Neel-Schaffer, /nc.
2�Vabsll2201 - S�age Conch�Deslgn�Speci/tca�ionsiRepafr SpeciTca�ions 33 l6 l3JLdoc
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STE�L GROUND STORAGE TANK REHABILITATION
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E. Welding may be done by the shielded metal arc welding process, the gas metaf arc welding pc•ocess, the
flux core arc welding process and the submerged arc welding process.
F. Surfaces to be welded shall be free fi�om loose scale, slag, rust, oil, grease, paint and other foreign
material.
G, The Contractor shall remove weld of slag, spatter, burrs and other sharp or rough projections. The
surface of the weld shall be suitable for subsequent cleaning and painting operations. All welds shall be
ground smooth and blended to a NACE-D pcofile.
H. Clean and strip site primed steel items to bare metal where site welding is scheduled.
I. Make provisions for erection loads with temporary bracing. Keep work in alignment.
J. Supply items required to be cased into concrete or embedded in masonry with setting templates to
appropriate sections.
K Surface preparation and painting is required for all ferrous metals, equipment and accessories. Stainless
steel shall not be painted.
L,. Galvanizing: All galvanizing of fabricated steel items to comply with the requirements of ASTM A
123.
3. 0 2 I+ ABRI CATI ON
A. Verify dimensions on site prior to shop fabrication.
B. Fabricate items with joints tightly fitted and secured.
C. Fit and shop assemble in largest p►•actical sections for delive�y to site.
D. Gcind exposed welds flush and smooth with adjacent finished surface. Ease exposed edges to small
uniform radius.
E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent
with design of structure, except where specifically noted otherwise.
I+. Make exposed joints butt tight, flush and hairline.
G, Supply components cequired for ancliorage of inetal fabrications. Fabricate anchot•age and related
components of same materials and finish as metal fabrication, except where specifically noted
otherwise.
3. 0 3 I NS TALLATI ON
A. Install items plumb and level, accurately iitted, fi•ee from distortion o�• defects.
B. Perform field welding in accordance with AWS D1.1.
C After installation, touch up iield welds, scratched or damaged sucfaces with pcimer.
3. 04 FI NI SH
A. All repaired oc new items shall be surface prepared and coated in accordance with the Coating
Neel-Schaffer, /na Stage Coach Ground Storage Tank Rehabilitation
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Specifications.
B. All tank repairs, replacement items and new installations shall be conducted prior to beginning any
coating.
C Do not prime surfaces in direct contact bond with concrete or where field welding is required.
D. Prime paint all metal fabrications.
E. Field paint all metal fabrications.
END OF SECTION
I
' Neel-Schaffer, Lic.
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t 8 S P�'.1��' �� Y Y' . �.
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
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STEEL (WATER TANK) COATINGS
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SECTION 09 97 13
STEEL (WATER TANIC) COATINGS
PART1-GENERAL
1.01 SCOPE
A. The tank shall be painted in accordance with AWWA Standard D102, applicable sections.
B. Contractor shall provide all labor, materials, equipment and incidentals as shown, specified and
required to furnish and install all painting work including the logo. Minor silting of the bottom of the
tank has likely occurred. Removing silt shall be subsidiary to this item.
C. The term "paint" as used herein means all coating systems materials, which includes pretreatments,
primers, emulsions, enamels, stain, sealers and fillers, and other applied materials whether used as
prime, intermediate, or finish coats.
D. The Contractor shall prepare all interior and exterior surfaces and components of the tank, and paint all
interior and exterior surfaces of the tank except where noted otherwise. This incfudes but is not limited
to:
1. Tank interior and exterior
2. Tank main structural members and supports
3. All piping and valves except stainless steel pipe
4. All miscellaneous items attaclied to the tank, such as ladders, hatches, vents, landings, and their
suppocts, unless noted otherwise.
E. All stainless steel safety climb devices, stainless steel handrails, and grating shall not be painted, and
they shall be protected fi•om over spray spills, and splatters at all times during paint application.
F. Galvanized surfaces shall not require painting.
G. Any item that should not be painted by the contractor, that is painted by the Contractor, or become
stained by over spray, spills or splatters, shall be cleaned by the Contractor to the satisfaction of the
engineer, or replaced at the contractoi's expense. This includes items that are not part of the tank and
any items on adjacent and surrounding properties.
H. The Contractor may use a mechanical vacuum cemoval device like Wheel-A-Brator or approved equal.
If not, the Contractor shall be responsible for providing a full or partial containment shroud system. If
the Contractor's mechanicaf vacuum removal device does not function adequately (determined at the
City's sole discretion), the City may cequire the Contractor to use a shroud. If the Contractor elects or
is required to use a shroud system, it must be designed and sealed by a licensed pcofessional engineer
in the State of Texas. These items will be subsidiaty to the cost of coating (no separate pay).
L The Contractor may use dehumidifcation at his option.
1.02 REF�RENC� SP�CII+ICATIONS AND STANDARDS
A. Without limiting the general aspects of other requirements of these specifications, all surface
preparation, coating and painting of interior and exterior surfaces and inspection sha(l conform to the
applicable requirements of the Steel Structures Painting Council, NACE International, ASTM
(Amecican Society for Testing and Materials), ANSI (American National Standacds Institute), AW WA
and the manufacturer's printed instructions.
Nee/-Sclrnffer, /na Stage Coacli Growid Storage "I'ank Rehabilitation
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B. The Owner's decision shall be final as the interpretation and/or conflict between any of the referenced
speciiications and standards contained herein.
1.03 CONTRACTOR
A. The Contractor shall have three years practical experience and successful history in the application of
specified product to surfaces of steel water tanks. On request, he shall substantiate this requirement by
furnishing a list of references and job completions.
B. The Contractor shall submit with his bid a written statement by the coatings manufacturer stating that
the Contractor is familiar with the materials specified and has workers capable of performing the work
specified herein.
C. The personnel performing the work shall be knowledgeable and have the required experience and skill
to adequately perform the work for this project, in accordance with SSPGPAI, "Shop, Fieid and
Maintenance Painting".
1.04 QUALITY ASSURANCE
A. General: Quality assurance procedures and practices shall be utilized to monitor all phases of surface
preparation, application and inspection throughout the duration of the project. Procedures or practices
not speciiically defined herein may be utilized provided they meet recognized and accepted
professional standards and are approved by the Engineer.
B. Surface Preparation: Surface preparation will be based upon comparison with: "Pictorial Surface
Preparation Standards for Painting Steel Surfaces: SSPGVIS 1-89", ASTM Designation D2200-95,
"Standard Methods of Evaluating Degree of Rusting on Painted Surfaces", ASTM D 4417-91, Method
A and/or Method C or NACE Standard RP0287-87. In all cases the written standard shall take
precedence over the visual standard. In addition, NACE Standard RP0178-91, aiong with the Visual
Comparator, shall be used to verify the surface preparation of welds.
C. Application: No coating or paint shall be applied when: 1) the surrounding air temperature or the
temperature of the surface to be coated or painted is below the minimum surface temperature for the
products specified herein, 2) rain, snow, fog or mist is present, 3) the surface temperature is less than
5°F above the dew point, 4) the air temperature is expected to drop below the minimum temperature
for the products specified within six hours after application of coating. Dewpoint shall be measured by
use of an instrument such as a Sling Psychrometer in conjunction with U.S. Department of Commerce
Weather Bureau Psychometric Tables. If any of the above conditions are prevalent, coating or painting
shall be delayed or postponed until conditions are favorable. The day's coating or painting shall be
completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions.
D. Thicicness and Holiday Chec(cin�: Thickness of coatings and paint shall be checked with a non-
destructive, magnetio-type thickness gauge, as per SSPC-PA 2"Measurement of Dry Film Thickness
with Magnetic Gages". References in PA 2 which allow 80% of the minimum thickness specified are
not acceptable. Use an instrument such as a Tooke Gauge if a destructive test is deemed necessary by
the Engineer.
The integrity of interior coated surfaces shall be checked with a low voltage holiday detector in
accordance with NACE Standard RP0188. Non-destructive holiday detector shall not exceed 67.5
volts, nor shall destructive holiday detector exceed the voltage recommended by the manufacturer of
the coating system. A solution of 1 ounce uon-sudsing type wetting agent, such as Kodak Photo-Flo,
and 1 gallon of tap water shall be used to perform the holiday testing. All pinholes and/or holidays
shall be marked and repaired in accordance with the manufacturer's printed recommendations and
retested. No pinholes or other irregularities will be permitted in the final coating.
Nee(-Schaffer, /na Stage Coach Groimd Storage Tank Rehabilitation
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STEEL (WATER TANK) COATINGS
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1.05
Diy film thickness readings of steel surfaces shall be taken prior to the application of successive coats
with a nondesh•uctive magnetic type gauge in accordance with SSPC-PA-2.
�. Inspection Devices: The Contractor shall furnish, until final acceptance of coating and painting is
accepted, inspection devices in good working condition for detection of holidays and measurement of
d�y film thickness of coating and paint. The Contractor shall also furnish U.S. Department of
Commerce, National Bureau of Standards certified thickness calibration plates and/or plastic shims,
depending upon the thickness gauge used, to test the accuracy of dry film thickness gauges and
certified instrumentation to test the accuracy of holiday detectors. Dry film gauges and holiday
detectors shail be made available for the Engineer's use at all times until final acceptance of
application. Holiday detection devices shall be operated in the presence of the Engineer.
F. Insnection: Inspection for this project shall consist of `hold point' inspections. The Engineer or his
rep►•esentative shall inspect the surface prior to abrasive blasting, after abrasive blasting but prior to
application of coating materials, and between subsequent coats of material. Final inspection shall take
place after all coatings are applied, but prior to placing the tank in se►•vice. Contractor will insure that
sufficient rigging is in place so that the Engineer or his representative shall be able to conduct the
required inspections.
G. Warrantv Inspection: Warranty inspection shall be conducted during the twenty-thif•d month
following acceptance of all coating and painting work. Owne�• will be responsible for draining the tank
p►•ior to the inspection. Owner will be responsible for system operation and pressure maintenance
during the inspection and repair, if any. Inspection shall be attended by Owner, Engineer, Applicator,
and Coating Manufacturer's cepresentative. All defective work shall be repaired in accordance with
this specifcation, according to Coating Manufactucer's instructions, to tlie satisfaction of the Engineer
and/or Owner.
PRODUCT D�LIVERY, STORAGE & HANDLING
A. All materials shall be brought to the jobsite in original sealed containers. They shall not be used until
the Engineer has inspected the contents and obtained data from information on containers or label.
Materials exceeding storage life recommended by the manufactucer shall be rejected.
B. All coatings and paints shall be stored in enclosed structures to protect them fi•om weather and
excessive heat oi• cold. Flammable coatings and paints must be stored to conform to City, County,
State and Federal safety codes for flammable coating or paint materials. At all times coatings and
paints shall be protected fcom freezing.
lA6 SUBMITTALS
The following materials shall be submitted and approved by the Engineer, before application may begin.
A. Shrouding system including full structural design by a Professional Engineer licensed in Texas.
B. Primers.
C. Coatings.
D. Sealers.
E. Thinners, Solvents, & Cleaners.
r. Mate►•ial Safety Data Sheets (MSDS) for all paint components and thinners.
G. Manufactucer's current color chact for final color to be selected by the Owner.
Neel-Schnffer, Inc. Stage Coach Ground Storage Tank 2ehabilitation
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STEEL (WATER TANK) COATINGS
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H. Miscellaneous appurtenances such as caulking, vents, ladders and safety climbs, etc.
PART 2 - MATERIALS
2.01 ACCEPTABLE MANUFACTURERS
2.02
A. Materials specified are those that have been evaluated for the speciiic service. Products of the Tnemec
Company, Inc. are listed to establish a standard of quality. Equivalent materials of other manufacturers
may be submitted on written approval of the Engineer. As part of the proof of equality, the Engineer
will require at the cost of the Contractor, certified test reports from a nationally known, reputable and
independent testing laborato►y conducting comparative tests as directed by the Engineer between the
product specified and the requested substitution.
Comparative tests for the interior system shall include abrasion, adhesion, cathodic disbondment,
galvanic protection, moisture vapor transmission (MVT), immersion, prohesion, salt spray and
humidity.
Comparative tests for the exterior system shall include abrasion, adhesion, exterior exposure,
flexibility, graffiti resistance, hardness QUV exposure, humidity, impact, QUV exposure and salt spray
(Fog).
B. Requests for substitution shall include manufacturer's literature for each product giving name, product
number, generic type, descriptive infarmation, solids by volume, recommended diy film thickness and
certified lab test reports showing resuits to equal the performance criteria of the products specified
herein. In addition, a list of iive projects shall be submitted in which each product has been used and
rendered satisfactary service.
C. All requests for product substitution shall be made at least 10 days prior to the bid date.
D. Any material savings shall be passed to the Owner in the form of a contract dollar reduction.
E. Manufacturer's color charts shall be submitted to the Engineer at least 30 days prior to coating and/or
paint application. Contractor shall coordinate work so as to allow sufficient time (normally seven to ten
days) for paint to be delivered to the job site.
GENERAL REQUIREMENTS
A. All materials shall be lead-free as defined by the Consumer Product Safety Act, Part 1303.
B. All zinc dust pigment contained in any zino-rich material shall meet the requirements of ASTM D 520
Type III as regards zinc content and purity.
C. All materials for the interior wetted portion of the tank shall meet the requirements of ANSIMSF
Standard 61 for potable water contact.
D. All catalyzed Fluoropolymer urethanes must meet the requirements of AW WA OCS-4, in accordance
with AAMA 2604.
�. All high gloss clear coat products shall incorporate the use of a fugitive dye to aid in the proper
application and coverage of such coats.
F. All catalyzed polyurethane products shall meet the minimum requirements of SSPC Paint Specification
Number 36, Level 3 Performance Level.
G. Obtain all materials fi•om the same manufacturer unless otherwise approved. Obtain materials only
fi•om manufacturers who wi1L• iirst, provide the services of a qualified manufacturer's representative at
Neel-Sc{raffer, Ina Stage Coach Ground Storage Tank Rehabilitation
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STEEL (WATER TANK) COATINGS
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the project site at the cotnmencement of work to advise on materials, installation, and finishing
techniques; and second, certify long term compatibility of all coatings with all subsh•ates, both new and
existing.
2.03 MAT�RIAL PREPARATION
A. Do not use materials beyond manufacturer's recommended shelf life.
B. Mix and thin materials according to manufacturer's latest printed instrttctions.
C. Do not use mixed materials beyond manufacturer's recommended pot life.
2.04 TANI{ INTERIOR COATING SYSTEM
A. Surface Prenaration Prior to Abrasive Blast Cleaning: Weld flux and spatter shall be removed by
power tool cleaning. Sharp projections shall be ground to a smooth contour. All welds shall be ground
to a smooth contour as per NACE Standa►•d RP0178 and he►•ein.
B. Surface Preparation: SSPGSPIO Near-White Metal Blast Cleaning. Anchor profile shall be 2.0 to
2.5 mils as per ASTM D 4417, Method C or NACE Standard RP0287.
C. Coatin� Svstem:
lst Coat: Tnemec Series 94-H2O Hydco-Zinc applied at 2.5 to 3.5 d►y mils, Sherwin Williams
Corothane 1 Galvapac 2K Zinc Primer applied at 3.0 to 4.0 dry mils or Carboline
Carboguard 61 Gray applied at 5.0 to 6.0 d►y mils. Thin Tnemec paint only with
approved thinner, Tnemec 41-3 or 41-49 Thinner.
Stripe Coat: Tnemec Series FC20-1255 Beige Pota-Pox applied at 2.0 to 3.0 dry mils, Sherwin
Williams Macropoxy 646 PW Mill White applied at 3.0 to 4.0 dry mils or Carboline
Carboguard 61 White applied at 2.0 to 3.0 diy mils. In addition to weld seams, all
edges, corners, bolts, rivets, pits shall receive a stripe coat. Thin Tnemec paint only
with approved thinner, Tnemec 41-4 Thinner.
2nd Coat: Tnemec Series 141-WH03 Off-White Epoxoline applied at 12.0 to 14.0 dry mils,
Sherwin Williams Macropoxy 646 PW Light Blue applied at 5.0 to 6.0 dry mils with
a top coat of Sherwin Williams Macropoxy 646 PW Mill White applied at 5.0 to 6.0
diy mils or Carboline Carboguard 61 Blue applied at 5.0 to 6.0 dry mils with a top
coat of Carboline Carboguard 61 White applied at 5.0 to 6.0 dry mils. Thin Tnemec
paint only with appcoved thinner, Tnemec 41-4 Thinner.
Total dty iilm thickness shall be a minimum of 16.5 mils for Tnemec (15.0 mils for Sherwin Williams)
per SSPC-PA 2 diy film inspection standards, with exception as noted in this speciiication. Total dcy
fihn thickness shall be 16.5 mils to 20.0 mils far Carboline.
For cold weather applications, Series 44-710 Urethane Accelerator may be added to Series 94-H2O at
the rate specified on the Series 44-710 product data sheet.
2.05 TANK �XTERIOR COATING SYSTEM
A. Surface Prepa►•ation Prioi• to Abrasive Blast Cleanin�: Weld flux and spatter shall be removed by
power tool cleaning. Sharp projections shall be ground to a smooth contouc. All welds shall be gcound
to a smooth contour as per NACE Standard RP0178 and hecein.
B. Surface Preuaration: SSPGSP6 Commercial Blast Cleaning. Anchor profile shall be 1.5 to 2.0 mils
as per ASTM D 4417, Method C or NACE Standard RP0287.
Nee!-Schnffer, /nc. Stage Coach Ground Storage Tank Rehabilitation
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STEEL (WATER TANK) COATINGS
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C. Coatin� Svstem:
lst Coat: Tnemec Series 94-H2O Hydro-Zinc applied at 2.5 to 3.5 dry mils, Sherwin Williams
Corothane 1 Galvapac 2K Zinc Primer applied at 3.0 to 4.0 dry mils or Carboline
Carbozinc 859 applied at 3.0 to 4.0 dry mils. Thin Tnemec paint only with approved
thinner, Tnemec 41-3 or 41-49 Thinner.
2nd Coat: Tnemec Series 1075-Color Endura-Shield II applied at 3.0 to 4.0 dly mils, Sherwin
, Williams Acrolon 218 HS Polyurethane applied at 4.0 to 6.0 diy mils or Carboline
Carbothane 133 HB applied at 3.0 to 5.0 dry mils. Thin Tnemec paint only with
approved thinner, Tnemec 41-42 or 41-48 Thinner for spray, 41-39 or 41-63 for
brush or roller (two coats may be required if applied by roller).
3rd Coat: Tnemec Series 700 HydroFlon applied at 2.0 to 3.0 dry mils, Sherwin Williams
FluoroKem Fluoropolymer Urethane applied at 2.0 to 3.0 dry mils or Carboline
Carboxane 950 applied at 2.0 to 3.0 dry mils. Thin Tnemec paint only with approved
thinner, Tnemec 41-63 Thinner.
Total diy film thickness shall be a minimum of 9.5 mils for Tnemec (I 1.5 mils for Sherwin Williams
or 10.0 mils for Carboiine) per SSPC-PA 2 dry film inspection standards, with exception as noted in
this specification.
For cold weather applications, Series 44-710 Urethane Accelerator may be added to Series 94-H2O,
1075 and 700 at the rate specified on the Series 44-710 product data sheet.
PART 3 - EXECUTION
3.01 GENERAL
(' A. All surface preparation, coating and painting shall conform to applicable standards of the Steel
Structures Painting Council, NACE International and the manufacturer's printed instructions. Materials
applied to the surface prior to the approval of the Engineer shall be removed and re-applied to the
, satisfaction of the Engineer at the expense of the Contractor.
B. All work shall be performed by skilled craftsmen qualified to perform the required work in a manner
comparable with the best standards of practice. Continuity of personnel shall be coordinated with the
Engineer.
C. The Contractor shail provide a supervisor at the work site during cleaning and application operations.
The supervisor shall have the authority to sign and change orders, coordinate work and make decisions
pertaining to the fulfiliment of the conri•act.
D. Dust, dirt, oil, grease or any foreign matter that will affect the adhesion or durability of the coating or
paint must be removed by washing with clean rags dipped in an approved cleaning solvent and wiped
dry with clean rags.
E. Coating and painting systems include surface preparation, prime coating and finish coatings. Unless
otherwise approved in writing by the Engineer, prime coating shall be feld applied. Where prime
coatings are shop applied, the Contractor shall instruct supplieis to provide the prime coat in
conformance with this specification. Any off-site work which does not conform to this speciiication is
subjected to damage during transportation, construction or installation shall be thoroughly cleaned and
touched-up in the field as directed by the Engineer. The Contractor shall use repair procedures which
insure the complete protection of all adjacent primer. The speciiied repair method and equipment may
include wire brushing, hand or power tool cleaning, or dry air blast cleaning. In order to prevent injury
to surrounding painted surfaces, blast cleaning may require use of lowe►• air pressure, smaller nozzle
Neel-Schaffer, b�a Stage Coach Ground Storage Tank Rehabilitation
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STEEL (WATER TANK) COATINGS
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and/or abrasive blast particles, or shorter blast nozzle distances fi•om surface shielding and masking. If
damage is too extensive or uneconomical to touch-up, the enti�•e item shall be blasted and then coated
or painted as directed by the Engineer.
F. The Contractor's coating and painting equipment shall be designed for application of materials
specified and shall be maintained in fist class working condition. Compressors shall have suitable
traps and iilters to ►•emove water and oils from the air. Contractor's equipment shall be subject to
approval of the Engineer.
G. Application of the iirst coat shall follow immediately after surface preparation and cleaning and stripe
coat, if applicable, before rust bloom occurs or the same day, whichever is less. Any cleaned areas not
receiving first coat within this period shall be re-cleaned prior to application of first coat. Use of
dehumidification equipment shall be first reviewed by the Engineer and coatings manufacturer prioc to
deviating fi•om this provision.
H. Prior to assembly, all surfaces made inaccessible after assembly (such as the spaces between roof
plates and rafters) shall be prepared as specified herein and shall receive the coating or paint system
specified.
3A2 SURFACE PREPARATION
A. The latest revision of the following surface preparation speciiications of the Steel Structures Painting
Council (SSPC) shall focm a part of tliis specification. The summaries listed below are for
informational purposes; consult the actual SSPC specification for full detail.
1. Solvent Cleanin� (SSPC-SPl): Removal of oil, grease, soil and other contaminants by use of
solvents, emulsions, cleaning compounds, steam cleaning or similar materials and methods which
involve a solvent or cleaning action.
2. Hand Tool Cleanin� (SSPC-SP2): Removal of loose rust, loose mil scale and other detrimental
foreign matter to a degree specified by hand chipping, scraping, sanding and wire brushing.
3. Power Tool CleaninE (SSPC-SP3): Removal of loose rust, loose mil scale and other detrimentaf
foreign matter by power wire brushing, powei• impact tools or power sanders.
4. White Metal Blast Cleanin� (SSPC-SP5/NACE No. 1): Aic blast cleaning to a gray-white
unifoim metallic color until each element of surface area is fi•ee of all visible residues.
5. Commercial Blast Cleanin� (SSPC-SP6 NAC� No. 3): Air blast cleaning until at least two-
thirds of each element of surface area is free of all visible cesidues.
6. Brt►sh-Off Blast Cleaning (SSPC-SP7 NAC� No. 4): Air blast cleaning to remove loose rust,
loose mil scale and other detrimental foreign matter to a degree specified.
7. Near-White Metal Blast Cleaning (SSPC-SP10 NAC� No. 2): Air blast cleaning until at least
95°/a of each element of surface area is free of all visible residues.
8. Power Tool Cleanin� to Bare Metal (SSPC-SP11): Differs fcom SSPC-SP3 in that it cequires
more tharough cleaning and a surface profile not less than 1 mil.
B. Slag, weld metal accumulation and spatters not removed by the Fabricator, Erector or Instafler shall be
removed by chipping and/or grinding. All sharp edges shall be penned, ground or otherwise blunted as
required by the Engineer. Alf grinding and finishing of welds, edges, etc. shall be performed prior to
solvent cleaning and abrasive blasting. Welds shall be prepared as per NACE Standard RP0178 for all
interior and extecior surfaces:
1. Butt Welds: Shall be ground smooth and fi•ee of all defects, designation "D".
2. Lap Welds: Shall be ground smooth and blended, designation "D".
3. rillet Welded Tee Joint: Shall be ground smooth and blended, designation "D".
C. Field blast cleaning for all surfaces shall be by dry method unless otherwise directed. Blast nozzles
shall be venturi-type nozzles with a minimum pressure at the nozzle of 90 psi.
Neel-Schnffer•, Inc. Stage Coach Growid Storage Tank Rehabilitation
O: Vabs'J2201 -Singe Conch�Dasign�Spaci/Irnl�aislConling Specifcal(oiu 09 97 /3.doc.r PCO)0Ct i�0. �Z3 � 6
099713-8
STEEL (WATER TANK) COATINGS
Page 8 of 10
3.03
D. Particle size of abrasives used in blast cleaning shall be that which will produce a 2.0 - 2.5 mil surface
profile or in accordance with recommendations of the manufacturer of the specified coating or paint
system to be applied.
If the proiile of the blasted steel exceeds the proiile speciiied above, the Contractor shall be required to
do one or both of the following:
1. Re-blast the surface using a finer aggregate in order to produce the required proiile.
2. Apply a thicker prime coat, if possible given the limitations of the products being applied, in order
to adequately cover the blast profile.
E. Abrasive used in blast cleaning operations shall be new, washed, graded and free of contaminants that
would interfere with adhesion of coating or paint and shall not be reused unless specifically approved
in writing by the Engineer.
F. During blast cleaning operations, caution shall be exercised to insure that existing coatings or paint are
not exposed to abrasion from blast cleaning.
G. The Contractor shall keep the area of his work and the surrounding environment in a clean condition.
He shall not permit blasting materials to accumulate as to constitute a nuisance or hazard to the
accomplishment of the work, the operation of the existing facilities or to the surrounding environment.
H. Blast cleaned surfaces shall be cleaned prior to application of specifed coatings or paint. All surfaces
shall be free of dust, dirt, and other residue resulting from the abrasive blasting operation. No coatings
or paint shall be applied over damp or moist surfaces.
I. All welds shall be neutralized with a suitable chemical compatible with the specified coating or paint.
J. Tnemec Surfacing Epoxy Series 215, or approved equal, shall be used to seal minor voids and pitted
areas (nonstructural) on the tank interior and exterior. Major voids or pitted areas (structural) shall be
iilled by welding. Epoxy filler shall be feathered smooth and applied after the prime and stripe coats,
and prior to the application of the intermediate and finish coats. No protcusions or spatter will be
allowed. Pits deeper than 1/8" shall be filled by welding.
K. All joints/gaps/seams shall be sealed after coating with Sikaflex-la Sealant, or approved equal. This
includes the roof plate/rafter interface and the concrete foundation/steel tank wall/floor interface.
Interior caulk must have ANSI/NSF Std. 61 approval for direct contact with potable water.
L. The steel/concrete interface at the foundation shall also be sealed with Sikaflex-la Sealant, or
approved equal. The existing seaiant shall be removed in its entirety. A backer rod may be used for the
exterior joint if the gap is too large to fill with sealant alone.
M. Speci�c Surface Preparation: Surface preparation for the specific system shall be as noted.
N. DjSposal of Used BlastinE Abrasives, �xistinE Tanlc Coatin�s and Related Debi•is: The Contractor
is responsible for the disposal of all material generated by his operations. Test reports on existing paint
scrapings are contained in the Appendix. This shall not be paid separately, but be absorbed in the two
pay items for coatings.
APPLICATION, GENERAL
A. Coating and paint application shall conform to the ►•equirements of the Steel Structure Painting Council
Paint Application Specification SSPC-PA1, latest revision, for "Shop, Field and Maintenance
Painting".
Neel-Schaffer, lnc. Stage Coach Ground Storage Tank Rehabilitation
O: Vobsl[2201 - Singe CoacltlDesfgn4Speci�caliaisiConriag,SpeciPcnlions 09 97 l3.docs plOJOC[ i10. �2316
099713-9
STEEL (WATER TANK) COATINGS
Page 9 of 10
B. Thinning shall be pecmitted only as recommended by the manufacturer and approved by the Engineer,
and utilizing the thinnei•s stated.
C. Each application of coating or paint sliall be applied evenly, free of brush marks, sags, runs, with no
evidence of poor workmanship. Care shall be exercised to avoid lapping on glass or hardware.
Coatings and paints shall be sharply cut to lines. Finished surfaces shall be free from defects or
blemishes.
D. Protective coverings or drop cloths shall be used to protect floors, fixtures and equipment. Care shall
be exercised to prevent coatings or paints fcom being spattered onto sw•faces which are not to be
coated or painted. Report to the Engineer surfaces from wl�icli materials cannot be satisfactorily
removed.
�. When two coats of coating or paint are specified, where possible, the first coat shall contain sufficient
approved color additive to act as an indicator of coverage or the two coats must be of contrasting color.
F. Film thickness per coat as speciiied are the minimum required. If coller application is deemed
necessary, the Contractor shall apply additional coats as to achieve the specified thicfrness.
G. All material shall be as specified.
3.04 COATING SYSTEMS APPLICATION
A. After completion of surface preparation as specified for the specific system, materials shall be applied
as noted.
B. Care shall be talcen so as to eliminate overspray and dry spray on the tank interior. Where such
conditions are encountered, the surface shall be cleaned of all over spray and dry spray prior to the
application of the succeeding coat.
3.05 DISINr�CTION
The tank structure shall be disinfected at the time of testing in accocdance with AWWA Standard C652
"Disinfection of Water Storage Facilities" using chlorination method numbe►• two. Disinfection shall be
performed by a competent water treatment Contractor.
A. Disinfection of interior surfaces shall be pecfoimed in the presence of the Engineer in accordance with
all the requirements of applicable AWWA Standards (including C652) and regulatory agencies.
B. Disinfection shall be performed after protective coatings have been applied to the interior surfaces and
allowed to thoroughly cure. At least seven days are required for curing.
C. Prioc to disinfecting, the complete interior shall be washed down with clea►i water and thoroughly
flushed out.
D. All interior surfaces shall be thoroughly washed with a solution having a minimum chlorine content of
200 PPM. Chlorine solution accumulated on the bottom shall be drained to waste. Rinsing with clean
water is not required.
3.06 SOLVGNT VAPOR REMOVAL
A. All solvent vapors shall be completely removed by suction-type exhaust fans and blowers before
placing tank in operating selvice.
Neel-Schnffer, Inc. Stage Coach Growid Storage Tank Rehabilitatimi
O: Vabsll2201 - SYage CoachiDesign�Specl�ca�ioiu�Coa�ing Speci�ca�ians 09 97 l3.<locz Project No. 02316
09 97 13 - 10
STEEL (WATER TANK) COATINGS
Page 10 of 10
B. All solvent vapors will be exhausted both during and after coating application as per AWWA D102
subject to a minimum rate of one air change eveiy four hours to allow the proper curing of the coating
material. High rates of production may require an increase in ventilation.
C. Ventilation shall be continued until such time as the coating has reached "full cure" as specified by the
coating manufacturer.
3.07 CL�AN UP
A. Upon completion of the work, all staging, scaffolding and containers shall be removed from the site or
destroyed in a manner approved by the Engineer. Coating or paint spots or oil stains upon adjacent
surfaces shall be removed and the jobsite cleaned. It shall be the Contractor's responsibility to protect
all adjacent structures (private and public) from any damages. All damage to surfaces resulting from
the work of this section shall be cleaned, repaired or refinished to the satisfaction of the Engineer and
property owner (if applicable) at no cost to the Owner.
B. Final Tank Ciean-up: Prior to the finai walk through, the Contractor shall thoroughly clean the entire
tank both interior and exterior. This includes but is not limited to the removal of all dirt, exhaust fiims,
dust, oil, stains, air pollution, foreign films, smut, graffiti or other foreign matter.
C. Final walk through of the interior and exterior of the tank may or may not occur at different times.
However, the final tank clean-up for both the exterior and the interior should be performed as close to
the final walk through date as possible.
D. If the exterior or interior of the tank are cleaned and become re-soiled in any manner by pollutants
prior to the final walk through, the tank shall be cleaned by the Contractor at no cost to the Owner or
the Owner's Representatives.
3.08 COLOR SCHEME
The Owner shall select colors for the project for the exterior of the tank and exterior parts. The color for the
interior of the tank shall be off-white or beige. The Contractor shall submit a current chart of the
manufacturer's available colors to the Engineer thirty days prior to the start of coating.
END OF SPECIFICATION
Nee(-Schaffer, Inc.
O:Vobs112201 -.Stnge Cwch�Uesign�SpaclR�nllans�Caati�tg Spaci/icaliarr 09 97 13docx
Stage Coach Growid Storage Tank Rehabilitation
Project No. 02316
APPENDIX
Construction Drawings
Preliminary Design Report
Steel Inspectors of Texas Report of General Condition Inspection
GC-6.07 Wage Rates
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised Jidy I, 20l 1
Construction Drawings
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July 1, 201 I
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THE CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
STAG E C OAC H G RO U N D STO RAG E TAN K
REHABILITATION PROJECT
CITY PROJECT NO. 02316
BETSY PRICE
MAYOR
DAVID COOKE
CITY MANAGER
FERNANDO COSTA
ASSISTANT CITY MANAGER
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III� NEEI—SCHAFFER
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_ F-2697
512 Main Street, Suite 415
Fori WoNi, Texas 76f02
(817) 870.2422
NO VEMB�R 2014
FORT WORTH
WATER DEPARTMENT
Mdrew T. Cronberg, P.E., Interim Director, Woter Department Date I
Chorly Mgodicheri�, Pssistont Director, Waler Departmeni Date I
Farido Goderya, PhD, P.E., Facitilies Project Alanoger, \4ater Department Dote
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GENERAL NOTES
THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROF1 PUBLIC RECOROS.
IT IS THE CONTRACTOR'S RESPONSIBIIITY TO 1•tAKE ARRANGEMENTS WITH THE OWNERS OF SUCH U�JDFR
GROUND FRCILITIES PRIOR TO WORKING ]N THE ARER TO CDNF1R11 THEIR EXACT LOCATIOIJ AND TO DETER-
MiNE WHETHER ANY ADDITIONAL FACILITIES OiHER THAN THOSE SHOWIJ ON TI1E PLANS 1•1AY BE PRESENT,
THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUI4� FACILITIES. IF EXISTING UNOFRGROUND
UTILITIES ARE DAt•fAGED� TFIE CONTkACTOR WILL 8E RESPONSIBLE FOR THE COST OF REPAIRIIJG THE UTILITY.
THE CONTRACTOR SHALL 11•1MEDIATEL'f NO71FY THE ENGIMEER A7 OIJCE OF ANY COIJFLICTS IN GRADES AND
ALIGNMENT.
THE CONTRACTOR SHALL REFER TO THE LATEST PUBLICATION OF THE TCEO EROSIOIJ CONTROL BES7 h1ANAGE11E1JT
PRACTICES (Bt1P'S) AND PROVIDE EROSION COIJTROLS IN ACCOR�ANCE M'ITH THESE Bf4P'S FOR THE DURFlTION
ON THE PROJECT. ADEOUATE FIEASURES SHALL BE T�KEN TO PREVENT EROSION. ]N THE EVENT THAT SIGNIFICANT
EROS101J OCCURS AS A RESULT OF COtJSTRUCTION THE CONTRACTOR SHALL RESTORE THE EROOED AREA TO
ORIGINAL CONDITION. THESE RESTORED AREAS SfiALL BE CONSIOEfiED SUBSIDIARY TO Tfi[ BASG BID
lN0 SEPARATE PAYI.
TfiE COIJTRACTOR SHALL RESTORE ALL AREAS DISTURBED 8Y CONSTRUCTION TO ORIGIIJAL CONDITIOtJ OR
[3ETTER. RESTUHEO AREAS INCLUDE� BUT ARE NOT LIF11TE0 TO TRENCH BACKFI�L� SIDE SLOPES� FENCES�
CULVERT PIPES� ORAINAGE DITCHES� DRIVEWAYS. PRIVATE YAROS AND ROADWAYS. RESTORATION WILL IN-
CLUDE HYDROIAULCHING ALL DISTURBED AREAS WITH LIK[ GRASS.
ALL RFPAiRS AND APPERTENANCFS SHALL BE CONSTRUCTED OY W[L�ING.
THE 1FlNK LADDER SHALI BE FABRICATEO OF STEEL AN� SECURED TO THE TAIJK SIOE BY WELDED S7EEL BRACY.[TS,
THE LADDER WHEN INSTALLED, SHALL C�IP INTO HANGER BRACKETS. THEN BE WELDED TO THE BRRCKETS. THE
LAD�ER AND BRACKETS SHALL BE COATEO AS PER THE COATING SPECIfICAT]ONS.
ALL PENETRATIONS PASSING THROUGH THE TANK SHALL BE WELDED W1TH A STEEL STIFFENER PLATE.
THE CONTRACTOR SHAL� REPAIR ALL IRRIGATION SYSTEl,1S THAT ARE DISTUROED.
THE CONTRACTOR SHALL KEEP RECORDS FOR AS-BUILT DRAWINGS AND SHALL SUBMIT �dARKUPS TO THE
CITY INSPECTOR FOLLO\VING CONSTRUCTION.
PARKING AND STAGING AREAS FOR THE CONTRACTOR'S USE HAVE BEEN SfiOWN ON THE SITE PLAN.
REPAIR EXISTING ROOF A4ANWAY HIIJGES BOLTS \YRONC SIZE>.
CLEAIJ AND RESEAL EXISTING FIBERBOARD AND CONCRETE FOUNDATION AS NEEDED AROUNO BASE OF TANK WITH
CONCRETE SEALER.
TEXAS STATE LAW, ARTICLE 1436C, MAKES UNLA\4FUL THE OPERATION Of EQUIPMENT OR �1ACHINES WITHIN 10 FEET
OF ANY OVERHEAD ELECTRICAL LWE, UNLESS DANGER AGNNST COPITACi \YITH HIGH VOLTAGE LINES HAS BEEIJ
EFFECTIVELY PROVIDED, PURSUANT TO THE PROVISIDNS OF THE ARTICLE. IYHEN CONSTRUCTION OPERATIONS REQUiRE
WORKING NEAR AN OVERHEAD ELECTRICAL �INE, THE COt•lTRACTOR SHALL CONTACT THE OWNER/OPERATOR OF THE
OVERHEAD ELECTRICAL LINE TO A1AKE ADEQUATE ARRANGEMENTS AND TO TNCE NECE55�1RY SAFETY PRECAUTIONS TO
ENSURE THAT ALL lA\YS, ELEC7RICAL LIIJE OWIJER/OPERATOR REQUIREMENTS AND STANDARD IIJDUSTRY SAFETY
PRECAUTIONS ARE MET.
THE CITY H�S THE FOLLO�VING ELECTRONIC FILES \YHICH ARE AVNLnBLE UPON REQUEST
- THE ORIGINAL CONSTRUCTIOIJ DRASYIDlGS AND SPECIFICATIONS.
- THE DRA1'JINGS OF THE RFHAF3ILITATON PROJECT DONE AFTER TNE INITIAL COtJSTRUCTION.
PHOTOGRMHS A1JD PERIODIC INSPECTION REPORTS.
THE CONTRACTOR SHALL PRESERVE AIJD PROTECT ALL EXISTING FACILITIES AT THE SITE. AIJY DAIAAGE DURING CONSTRUCTION
WILL BE REPPJRED BY THE CONTRACTOR TO A CONDITION BETTER THA7J, OR EQUAL T0, THAT WHICH EXISTED PRIOR TO
CONSTRUCTION AT IJO ADDITIONAL COST.
THE CONTRF�CTOR SHALI REFERENCE THE REPNR SPECIFICATIONS 33 16 13.71 lJJD THE COATING SPECIFICATIONS 09 97 13
FOR CONSTRUCTION OF THE APPROPRIATE ITEMS.
THE CONTRACTOR SHALL CONFIR�d THC CURRENT OSIiA CRITERIA FOR LADDERS AND PLATFORM RNLINGS AT THE TIldE OF
CONSTRUCTION TO ENSURE THAT THESE ITEMS ARE IN COI.�PLIANCE.
THE CONTRACTOR SHALL REMOVE THE EXISTING CATHODIC PROTFCTION BOX ON THE WALL OF THE TANK. THE CONTRACTOR
SHALL ALSO REAIOVE THE TWO BRACKETS ON THE WALI ABOVE TfiE DOX. Al.L SURFACES SHALL 8E GROUND SAIOOTH,
BLASTED AIJD COATED.
THE CONTRACTOR SHALL REMOVE PLL SILT ON THE TANK FLOOR TANK. THE CITY PERIODICALLY CLEANS THE TANK, BUT �
MINOR AMOUNTS OF SILT HAVE ACCUMULATED. THIS ITEM SHALL BE SUBSIDIARY TO THE COATING, MD IJOT A SEPARATE
PAY ITElA.
THE CONTRACTOR SHALL A70DIFY THE A1JTI-VORTEX DEVICE AT THE OUTLET BY OPENING UP (CUTTIIJG/GRIDING
AS NEEDED) THE TOP APPROXIti1ATELY .30" OPE�ING. IT IS CURRENTLY PARTIALLY COVERED WITH A PLATE. A 36" X�/t"
PLATE SHALL BE BOLTED OVER THE 30" OPENING.ALL SURFACES SHALL BE GROUND SAIOOTH,BLASTED AND COATED.
THE CONTRACTOR SHALL COAIPLETELY \YELD ALL CONNECTIONS: AND RE1.10VE ALl BOITS: BET54EEN RP,FTERS, BEM7S AIJD/OR
COLUlANS.
THE CONTRACTOR SHALL �1AKE METAL REPPJRS AS NEEDED THROUGHOUT THE TANK.VISIBLE AREAS THAT NEED REPAIR
INCLUDE THE TOP PORTION OF THE OVERFLOW (ESPECIAL�Y THE WALL SIDE OF THE FUNPJEL>, THE ROOF MM114AY AND iHE
FLOOR. ALL SURFACES SHFtiLL BE GROUND SAIOOTH, BLASTED AND COATED.
FXISTIIJG 24"
�AANWAY TO BE -
ENLARGED TO 36"
[XISTING VEN
PROPOSED 32'
ROOF RNLING-
PROPOSED 3' X 3'
MANVVAY OPPOSITE
EXISTING
EXISTIIJG 171' DIA. lANK
PROPOSEU 8'
ROOF RAILIIJG—
O O
EXISTING ROOF
� RAILING
PROPOSED 8'
ROOF RAILING-
O O
SHEET INDEX
COVER
1. GENERAL NOTES
2. SITE PLAN
3� GRADING PLFlIJ
4. LADDER AND LOGO DETAILS
5. ROOF AND SHELL 14ANWAY OETAILS
6. VENT REPAIR� CONCRETE STEP AND
ROOF RAILiNG DETAILS
EXISTING 36"
lAAN4YAY TO
REIdAIN
EXISTING 3' x 3'
IAANIVAY TO
REMAIN
EXISTING 24" MANSYAY TO REMAIN.
REQUIRES REFURBISHED SV41NG ARM.
(IT IS STUCK AND NOT COIJIJECTED>
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TANK PLAN �
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GLN�RAL NO'P�S
8688 West Freeway
Fort Worth, Texas 761�8
LOT 1, BLOCK l
STAGE COACH PUMP STATION ADDITION
AN A�DITION TO THE CITY OF \'lHITE SETTLEMEIJT
TARRANT COUNTY TEXAS,RECORDED IN
CLERY.'S FILE N0. D201072032
PLA7 RECORDS,TW2RMlT COUNTY,TEXAS
CITY OF FORT 410RTH, TEXAS
WATER DEPARTh7ENT
STAGE COACH GROUND STORAGE
TANK REHABILITATION PROJECT
CITY PROJECT Noe �2316
���� NEEI—SCHAFFER512ldain5Vee1.5ui1e415
Fort Worth, TX 76102
= Soludons yov can build �pon (B17) 8762422
TEXAS REG. No. F-2697
DESICNE�: JP� SCALE �ATE NSIPROJECTNo. SHEET
DRAYlN: RT NOV. N5.72201.000 1
CHECKED: JPA tJTS �n�a
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REFERENCE SPECIFICATIONS 3123 t6
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REVISIONS
�cscnirnar+
SCALE 1"=15'
0 75 30 45 60
DRTE
Verticol0alum� City of Forl Vlorth Benchmark "FW 6554" sei vertica�ly
in E. side of S. center column of overposs on IH-30 over los Veqas
Trail • 2.6' above median.
N= 6953003.2300
E= 2286147.6460
e�.= ooz,s�so
HorizontalDatum� Texos Coordinate System o( 1983, North CentralZone.
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UNCLASSIFIED EXCAVATION AND 32 sz ,� \ I \ � FLOOR ELEVAT/DN = 8/9.76 �� N � EL CTRIC ' i �, ����
HYDROMULCHING, SEEDING AND SODDING� \ \ FL 18�� RCP = 8/9.T6 /� /
AND PAY ITEMS 3123.0101 AND 3292.00.00 \ o� � � M ER ET Tt ` Jv
\ \ \ i � 25 41 / �
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\ \ � �\ � - � z.�2 / � �P�,A` �IRE� TOP r 8608 West Freeo-�ay
� \ j 8 4 / N /-�YQ �j�/ Fort Worth, Texas 76108
1 �\� ---_ , 822.57 � / �j � � � w� LOT 1, BLOCK 1
�� \ 8 2'82 -'' -0.5% SLO E� eT � 2_� STAGE COACH PUMP STATION ADDITION
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STAGE COACN GROUND STORAGE
NORTH DRAINAGE FLOWLINE HORIZONTAL ALIGNMENT TABLE TANK REHABILITATION PROJECT
Number SmrtS�alion GndStation Radiac Leng�h Delm ChurdLength ChordDirectian StanPoint EndPoim CITY PROJECT NO. 82136
L4 0+00.00 0+53.53 53.53' N: 6953495.27 E: 2285533.07 N: 6953476.74 E: 2285482.83 S.Oi iTH DRAINAGE F7 �WLINE H�RIZ�N•i,AL ALI�J-,NMEN,I, ,I, � DT �,
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L2 7+06.06 7+17.53 �7,47' N: 6953474,29 E: 2285430.36 N: 6953473.90 E: 2285418.90 Vumhr Slan Slation End Station Radius Length Dcha Chord Lenglh Chord Dir•ction Stan Poim L'nd Point .� Fort Worth, TX 76162
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l3 1+17.53 7+62.15 44.62' N: 6953473.90 E: 22135418.90 N: 6953470.90 E: 2285374.37 LS 0+00.00 1+13.88 173.88� N: 6953270.72 E: 2285539.94 IJ: 6953270.54 E: 2285426.06 TEXAS REG. N0. F-269i
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SUPPORTS M'D BRACKETS.
2. 6RIN� ALl EXISTING CONNECTIONS FLUSH WITH iPNK SHELL PER
COA7ING SPECIFICATIONS.
3. PROPOSED LPDDER SHALL COGPLY WITH ALL O.S.H.A REQUiRENENTS.
IAIN�MUM RUNG AND SIDE RA1L SIZES ARE SHOWN. CONTRACTOR SHPLL
IAATCH EXISTING IF LARGER. CONTRACTOR SHALL MATCH EXISTING SUPPORTS
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5. LADOER SAFETY DEVICE SHALL BE A"SPF-T-CLIIAB" LPDDER FALL
PREVENTION SYSTEA7 BY NORTH SAFETY PRODUCTS.
LADDER AND LOGO DETAILS i
8608 West Freeway
Fort Worth, Texas 761�8
LOT 1, BLOCK 1 �
STAGE COACH PUMP STATION ADDITION
AN ADDITION TO THE CITY OF 1YHITE SETTLEIAENT,
TMRANT COUNTY TEXAS, RECORDED IN
CLERK'S fILE N0. D201D72032
PLAT RECORDS,TMRPNT COUNTY,TERAS �
ORT�ORT CITY OF FORT 1JORTH, TEXAS
WATER DEPARTMENT
STAGE COACH GROUND STORAG�
TANK REHABILITATION PROJECT
CITY PROJECT No.82316
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86P8 West Freeway
Fort Worth, Texas 761a8
LOT 1, BLOCK 1 j
STAGE COACH PUMP STATION ADDITION i
AN ADDITION TO THE CITY OF WHITE SETTLEMENT, �
TlJ2RANT COUNTY TEXAS, RECORDED W i
CLERK'S FI�E N0.0201072032
PLAT RECORDS,TPRRANT COUPJTY,TEXAS �
I
ORTWORT CITY OF FORT 4JORTH, TEXAS i
WATER �EPARTMENT
STAGE COACH GROUND STORAGE i
TANK REHABILITATION PROJECT �
CITY PROJECT No.82316 i
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Preliminary Design Report
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
STAGE COACH GROUND STORAGE TANK
REHABILITATION
PRELIMINARY DESIGN REPORT
FaRT�V�RTH
WATER
PRELIMINARY- FOR REVIEW ONLY
These documents are for Design Review and not
intended for Construction, Bidding, or Permit
Purposes. They were prepared by, or under
supervision of:
James P. Amick, P.E. 65295 9/25/2014
Name PE# Date
III� NEE�-SCHAFFER
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��� NEEL—SCHAFFER ■F �1��1Cheatham &� Associates
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September 25, 2014
Ms. Farida S. Goderya, PH.D, P.E.
Senior Professional Engineer
City of Fort Worth, Water Department Fiscal Services/CIP
1000 Throckmorton Street
Fort Worth, Texas 76102-6311
Reference: Stage Coach Ground Storage Tank Rehabilitation Project
Dear Farida:
The enclosed Preliminary Design Report documents the existing tank condition, a laboratory
analysis of exterior paint, and provides recommendations for repairs and rehabilitation. The
photographs contained in the report show typical areas that are in need of repairs. The report
also contains an opinion of probable construction cost. The exhibit of the survey will be
forwarded as soon as it is completed.
If you would like us to confirm the vent size, please provide the maximum inflow and outflow
rates. Before completing the construction documents, we would like to request that the tank
be drained so that an internal inspection can be conducted.
As we move into the next phase, we request that you provide us with electronic copies of any
� specific documents (i.e., the front end documents) that the City would like to use for bidding
E and constructing this project. We also request that you provide the City's preferences (if any) as
to the chosen coating system and color.
If you have any questions or we may be of further service, please call me at 817/909-2807.
Sincerely,
NEEL-SCHAFFER, INC.
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lames P. Amick, P.E.
Engineer Manager
Enclosures
O:\Jobs\12201- Stage Coach\Design\Report\Stage Coach Draft PDR Letter.docx
:,�:u� �c� i o�,� � p,,��. �.� � f=OR'f �nr�1�'i i��;,o��si o� �
en�ineers � plannei�s ° s�n've;�ors � environmenial scieniisis � ernergenc� m�nagemen�
512 Main Street, Suife 415 > Forl 1n�orth, TX 76 (02 ° phone 31'l-t;70-247.2 > fax �117-£370-24�39 � w�r�v✓.neel-schaffer.com
EXECUTIVE SUMMARY
• Existing structural condition — It is generally in good condition with a few areas (interior roof,
rafters and foundation) in need of repairs.
• Existing coating system condition — It is generally in good condition on the exterior with a few
areas of corrosion (though it is at the end of its useful life). The interior has multiple areas of
corrosion based on visual inspection from roof since tank was not drained. These are primarily
on the roof and rafters.
• Laboratory analysis of exterior and roof man-way paint scrapings — Indicates approximately 3.0
ppm Lead, 9.0 ppm Cadmium, 1.4 ppm Chromium and 782 ppm Barium.
• Existing condition of tank appurtenances including roof and shell man-ways, ladders, platforms
and piping — They are generally in good condition on the exterior. The interior ladder should be
replaced, and one additional roof may-way is desired. In addition extending the railing adjacent
to the platform is desired. Finally, increasing the size of the two 24" shell man-ways to 36" is
also desired.
• Compliance with OSHA safety requirements — Several OSHA Standards were reviewed. The tank
appears to have several areas of strict noncompliance on the exterior stairs. Modifications to
the stairs are recommended if the City desires to strictly comply with the OSHA Standards.
• Compliance with TCEQ requirements — The tank appears to generally be in accordance with
requirements. There are minor repairs necessary to the vents.
• Other recommendations for the project — Blast and recoat the entire tank both inside and out.
Grade around the tank to cut a swale for drainage. This should eliminate the ponding areas.
Repair interior roof and rafters (and any other areas discovered deficient later).
• Preliminary opinion of probable construction cost — Is approximately $1,310,000 and a detailed
breakdown is included in this report.
• Boundary and Topographic Survey of the site — Will be supplied when complete.
• Key Design Decisions — Include recommending inclusion of project components that will speed
construction like requiring dehumidification on interior work and offering the contractor a
bonus for early completion.
Neel-Schaffer, Inc. Stage Coach Preliminary Report
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PRELIMINARY DESIGN REPORT
I The 5.5 Million Gallon Stage Coach Ground Storage Tank is located at 8608 West Freeway. This is in west
Fort Worth, west of Las Vegas Trail and on the north side of I-30. The steel tank is approximately 32' tall
� and 171' in diameter. It was constructed in 1979 based on drawings provided. The tank was repaired
and repainted in 2000 based on other drawings provided. The last inspection was March 11, 2011 based
on the report provided.
The visible interior roof and rafters from the roof man-way are in need of repairs and recoating. The
tank was not drained during the site visit on September 3, 2014. The photographs below show typical
problem areas. We recommend these areas be repaired during the project. This is typically done by spot
welding to add metal or covering with a welded plate. The interior ladder needs to be replaced. It has
failed as documented in the second photograph. We recommend the ladder be removed and replaced in
accordance with OSHA Standard Number 1910.27 during the project. Based on the length of the ladder,
a ladder safety device will be required.
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A photo of the roof man-way near the stairs is shown below. An additional roof man-way is desired by
the City. Both roof man-ways should have a Confined Space Entry labels as required by OSHA Standard
Number 1910.146.
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See photos of the vents below. The vents have screens. Minor repairs are necessary as there are gaps.
We recommend that this be addressed in the project. Additionally the vent skirt does not completely
protect or cover the screen as is more typical on our designs. If the City is interested in extending the
slcirt, this would in essence require replacing the entire vent cover.
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We recommend blasting and recoating the entire tank both inside and outside in accordance with
AWWA Standard D102-11.
The laboratory analysis by Southern Spectrographic Laboratory, Inc. of the exterior paint scrapings taken
during our site visit indicated approximately 3.0 ppm Lead, 9.0 ppm Cadmium, 1.4 ppm Chromium and
782 ppm Barium. We recommend that when the tank is drained for the interior inspection that a
laboratory analysis of interior paint scrapings be made for heavy metals (not just Lead). The tank should
be cleaned after draining to estimate the areas for repair. Other recommendations may follow the
interior inspection.
The exterior stairs seem to have several areas of potential noncompliance with OSHA Standards. Starting
at the bottom, the height of the first step from the concrete pad to the first step is about 17". OSHA
Standard Number 1910.24(f) "Stair Treads" states that Rise height and tread width shall be uniform
throughout any flight of stairs including any foundation structure used as one or more treads of the
stairs. The typical stair height is about 8". A concrete step about 8.5" high should be added to the
concrete pad. We recommend that this be done in this project. Next, the railing has several potential
issues. OSHA Standard Number 1910.23(e)(1) states that A standard railing shall consist of top rail,
intermediate rail, and posts, and shall have a vertical height of 42 inches nominal from upper surface of
top rail to floor, platform, runway, or ramp level. The top rail shall be smooth-surfaced throughout the
length of the railing. The intermediate rail shall be approximately halfway between the top rail and the
floor, platform, runway, or ramp. The ends of the rails shall not overhang the terminal posts except
where such overhang does not constitute a projection hazard. OSHA Standard Number 1910.23(e)(2)
states that A stair railing shall be of construction similar to a standard railing but the vertical height shall
be not more than 34 inches nor less than 30 inches from upper surface of top rail to surface of tread in
line with face of riser at forward edge of tread. OSHA Standard Number 1910.23(e)(3) states that For
structural steel railings, posts and top and intermediate rails shall be of 2-inch by 2-inch by 3/8-inch
angles or other metal shapes of equivalent bending strength with posts spaced not more than 8 feet on
centers. OSHA Standard Number 1910.23(e)(3)(v) states that Other types, sizes, and arrangements of
railing construction are acceptable provided they meet the following conditions: A smooth-surfaced top
rail at a height above floor, platform, runway, or ramp level of 42 inches nominal; A strength to
withstand at least the minimum requirement of 200 pounds top rail pressure; Protection between top rail
and floor, platform, runway, ramp, or stair treads, equivalent at least to that afforded by a standard
intermediate rail. OSHA Standard Number 1910.23(e)(5)(i) states that A handrail shall consist of a
lengthwise member mounted directly on a wall or partition by means of brackets attached to the lower
side of the handrail so as to offer no obstruction to a smooth surface along the top and both sides of the
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handrail. The handrail shall be of rounded or other section that will furnish an adequate handhold for
' anyone grasping it to avoid falling. The ends of the handrail should be t-urned in to the supporting wall or
otherwise arranged so as not to constitute a projection hazard. The existing hand railing (about 32.5"
above the stairs) does not have a smooth surface along the top and both sides. There are brackets about
every 3' that support an additional guard rail above the top rail. The handrail is 2.5" x 2.5" x%". The
guard rail above the handrail should be mounted from the bottom of the handrail with an offset support
so that handrail has no obstructions on the top or sides. The railing does not have an intermediate rail.
The handrail at first glance appears to be of insufficient thickness. The posts are approximately %:' x%2'
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and spaced at about 8". Based on all of this information the structural consultant on the team believes
that the railing meets structural requirements (the handrail does need work though to remove the
9 obstructions on the top and sides). These concerns are illustrated in the photos below. We recommend
that the supports for the additional guard rail be modified in this project.
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There is a locking gate on the stairs about midway up. OSHA Standard Number 1910.23(a)(10) states
that Where doors or gates open directly on a stairway, a platform shall be provided, and the swing of the
door shall not reduce the effective width to less than 20 inches. Strictly speaking, one interpretation of
that standard would require either adding a platform at the gate, or relocating the gate to either the top
or bottom of the stairs. If the City desires to change this, we would recommend relocating the gate to
the bottom of the stairs. See the photo below.
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The City also desires to add one additional rail panel to each side of the platform at the top of the stairs.
See the photographs that follow. We recommend that this item be addressed in the project.
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Based on the observation of the exterior of the tank, it appears that the tank overflow and drain
discharge into an inlet structure and then an underground storm drain system. There is a flap valve and
an air gap for the overflow. See photos below.
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We suggest grading around the tank to cut a swale for drainage. The site generally drains from west to
east (and south). Ponding is the worst on the north side of the tank. Photographs appear below. We
recommend that this be addressed in the project.
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The tank has three shell man-ways. One is 36" in diameter (northeast) and the other two are 24" in
diameter (northwest and southeast). The southeast man-way does not have the swing arm attached. All
three are shown in photos that follow and should have Confined Space Entry labels. The City desires to
replace the two 24" man-ways with 36" man-ways. Both should have swing arms. We recommend that
this be done in this project.
Neel-Schaffer, Inc. Stage Coach Preliminary Report
9/25/2014 O:\Jobs\12201- Stage Coach\Design\Report\DRAFT Stage Coach Preliminary Report.docx Page 5 of 6
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The tank also has a few foundation issues that should be repaired during the project. The photos below
illustrate the problems of cracking and spalling. In addition, the joint between the tank and the
foundation should be cleaned and sealed. We recommend that this be done in this project.
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Key design decisions — We recommend allowing dehumidification on the interior work to speed
construction. This would be a subsidiary item and at the contractor's option. Based on the size of this
project it would be beneficial in order to meet the scheduled completion of May 15, 2015. We also
recommend pre-bidding an early completion bonus (by the day) at a rate of $1,000; subject to a
maximum of 25 days.
Our opinion of probable construction cost is approximately $1,310,000. The detailed opinion is attached
to this report.
A boundary and topographic survey is in progress for the site. A copy of the survey will be forwarded as
soon as it is completed.
1�Neel-Schaffer, Inc. Stage Coach Preliminary Report
9/25/2014 O:\Jobs\12201 - Stage Coach\Design\Report\DRAFT Stage Coach Preliminary Report.docx Page 6 of 6
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Steel Inspectors of Texas
Report of General Condition Inspection
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
Stage Coach Ground Storage Tank Rehabilitation
Project No. 02316
`��r��L I.����c�ro�� o� T�x�, I�vc.
f'.O. 8px 150987 •�ort WartYr, TX 76108 • 817-�46-809G •�ax 817-246-5889
R�PORT OF
GENERAL CONDXTXON XNSI'ECTION
Praject: Fo��t Wo�•th Stagc; Coach Cround Report No: 40570-4
Storage Tanlc
Client: Neel SchlFfet•
512 Main St�•ect, Suite 41 S
Attention: Jim Amick
Date of Se►•vice: 9/3/2414
�'ort Worth, TX 76102 Page 1 of 4
REPORT OF INSPECTION
Drawi��gs utiNized:
Locations/itera inspectedc
Discre�ancies/commenfs:
N/A
Above Noted Tank
A gc��eral condiCio►� inspeetion was perforn�ed on the above �loted tank today. The tank still has watec in il
so interior inspection w1s pecfor►ned f'rom the roqf manway opening. Paint chip samples w�re taken from thc
tank exterior and tank intcz•io�• (interior was oif G�oof ►nanway only). Rcsults are attached.
The tank cxte�•ior coating is chalky and dirty but mostly intaeC with only srnall a►•eas of rust o�• coi•cosion.
Rust and cori•osiaii mainiy at �nanway bolts and welds on over ftow pipe acid on roof vents. Thei•e rtre three
nnanways on slaell and on� on roof. The shell manways are 36" diam�ter on northeast side and 24" diam�ter
on norChwest and southeast sides. The southeast manway covei• has sample tap and cover an iC. Also the
southe7st manway cove�� is not attached to it's han�;er arnn. �'holos attached show this. 'I"he �•oof ma�lway is
36"x36" on east side oF �•oof. The slair stril�ger is attached to shefl wall and reachcs �•oof at manway. There ar�
five vents on top of roof with one in Chc center over eenter pole and four others away from cenCcr and spaced
equal distance (ap����oximately) apart. The vents are approxinnately 34" to 32" diametet• wiCh musfu�ooni type
covers that do not cover the vent screen wix•� o�enings. Th� flat plate at roof ven� outside the screw wire
was tack welded and caulked. This area is i�usted and caulkiz�g is cotni�lg ofP leaving open air gaps (see �hotos).
The►•e are no othe�• openings on roaf, Tl�ere are 10"x 10" patch plates around the lank that w�re probably
used for containment rigging dux•ing pR•evious reh�bilitation project. There is a] 2" dcain pipe and a 18" ove�•
flow pipe lhat empty into a concrete vaul� on southeast side of the tanlc, Over flow fi7ap appears in good
condition. The caulking at base of tank �o concc•ete pedestal is coming off iz�so�ne a�•eas, Tt was also noticed
that conerete pedestal had some g��out �atches tkiat we�•e bz•eaking aut on wcst side af tank.
Steel Ins�ectors of Texus, l'�zc.
Project: Fort Worth Stage Coach Gtound
Repori No: 40570-4
Stocage Tank
Client: Neel Schaffer
Page 2 0� 4
Disct•epancies/comments:
The tank interio�• coating �as inspected only frOm the 1•oof mar�way. The a�•ea below tt�e watez� Iine
appeazs to be in good condieioii bui tank would need to be d�•ained in ordez• lo accu�•ately dete�•mine this.
There is rusting and corrosion pz•esent on ceiling rafters at top of top flange, top side of boCtonl flan�e
and on diagonal braces (top side) that extend fram rafte►� to shcll wall. The raftea� bea�•ing to centei• plate
vvas only seen from the �•oof vent. It appeai�s that some raFtcrs have a lat of cort•osion and metal loss on
top of center plate {photo). The ladder inside the tanic is co�•��oded and will prabably need to be replaced.
The raof n�ar►way flanges and cover a��e also corroded and could possibly need repaic•.
The �•esults of paint chip analysis are aitach�d, Ther•e are s�ig;htly high �•eadings of barium, cadmium
and chromium but when mixed with b1asC media ehey n�igk�t be lowei� (sampl�s tesled we�•e paint chips
only).
NACE 6296 %
� , ,�
Cindy Hol�nes, CWI #Q0020211 (,..,�.,�� ;� � �,,�/` - ,
T�cl�ziician `� Steel spectox•s af Te as, Inc.
'Chis rcnort is fm� tlie cxclusive use oP our clicnt and shall not bc modificd or reproduced witltout written approval froni said clicnt
To: Paye 2 of 3 2014-09-04 29;34:09 (GMT) 1G823230793 From: Sauthern Spectrograhic Laboratory
SDUTHERN
SPECTROGRAPHIC 712 N WAT90N ROAO, 9UITE N 204
LABORATORY� INC. ARLINGTON,TEXAS76011
PHONE: 682•323•4180
FAX:6B2•323-0793
LAE30RATURY TESI" CER7"IFIC;ATC EMAIL:salea�sslabtx.com
Septe�iibcr 4, 2014
Stecl inspcctor� of Tcxns, [nc.
Attn; Cindy Holmes
Y,U. I3ox 150�87
N'ort Woa�tla, 'I'exas 7b1(18
Iteport#: 0904-U3-U 17
Fax: 817-2�1G-5889
Snmplc: F.W. Stagccorch Intcrior (Lnbcicd as Rcccivcd)
TOtSiIS'
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l3arium
Cadmium
Chromium
Leud
Mcrcury
Selenium
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Sumplc> urc disc;udcJ �U dups alirr ropuris �irc mail¢d unlc�s priur nrruieemen�s �uc mxde. Uur Ieuers �md ropunti a�i�>Ip �o ihe snmplc
ic+icJ �mdfnr mspr.clod nnd nra nnl ��ec�,tnrily inJicmivc nl thc i�ualiiit; ot appnrontly idcniical or simil�r producis.
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P.C3. Box 150987 • Fort VUorth, TX 7G108 • 8�i-246-8Q96 • F�x 817-246-�889
REPORT UF
Project:
' `Ciient:
I'ort Worth Stage Coach GST
Nee( Schaffer
5! 2 Main Sta•cet, SuiCe 41 S
ro►•c w����l,, �rx 76 � 02
llrawiytgs utilized:
I,ocations/item inspected:
GENERAL CONDI'TI'ON 1"NSPECTION
N/A
IZEPORT OT INSP�CTXON
Ta�ilc lntecior
12epc�rt No: 41504-4
Attentio�t: Jim Amicic
Date of Sc�•vice: 1 1/ 12/2014
of 3
, D'zscrepanc'res/com►nents:
The intcrio�• of tanl< was inspectcd today. The water was drained except fo�• 6" to 10" ot' wate�� reinaining. Ite�ns
notcd include the tollowin�;:
1.) k�loor suc•faces have a thin layer nf saitd oi• dirt debris coveri�a� iC in plaees. Some r��st nodules wet�c �loCed. A
few of thcse were rernoved and pitting coct�osiot� is pi•obable at tl�ese a►•eas. (Note; It appears lhat flc�or is
alrcady pitted fi•om p�•evious ►•cllabilitation as showii oi� p1�oCo oCiYoor by inlet pipc. `i'I�cse piCted areas still
hav� coating inlact witl� on[y a dirt latee 111 1:I10111.) Thece will passib[y be so���e spots that wilf need plug
weldin�; o�• patclies.
2.) Irllct and outleC pipes in iloor have anti vat•lex sta��ds we[ded ovec the�n. The inlet pipe pla�e has center with
bolted covei• in place. OutleC pipe has plate i�1 p[acc but ce��Cer opening has becn ficfd modi�ed wrth no
cove;r over center hole.
3.) Column bases ace thcec pie;cc C-Chaf�nels. Columns are two C-Channels stitcll wclded together with cap
p[at� at top with foue bolts at beams to eap platc. Could passibiy be welded also. Some aceas of rust and
corcosion presenC at stitcll welds of'calu�nns and ai sevet�a! bea�n undeesid� f[ailges.
4.} Ce;i[ing i•afters aee C�Ch�nnels that sie on WT pieces at beams and appeai• to b� in acceptable condiCic�n.
'I'he oilly caftet�s that Ilave heavy rust and corrosion ace at center column plate wllere two {apprnximalc;ly)
eaftees appeac to be siiglltly twisted. [t ap�cars rafters a� ccntcr plate are ��vclded with I<nife platc to ce�lie:r
plate. "I`hece arc thrcc �•ings of raflers witl� centcc rinb with seven i•afCers per beam (five bcams). Middle t•ing
has foucCeen r�ftecs pec bea�n with ten bcams. Outec rin�; I�as nine eaCtecs pe�• beam. At raftc;r to she[[ f<nuckle
cafters a��e weldcd to plates. A brace exte�tds fcotn boiCom of rafter to she;ll walL Some of �Ilcse beaces
have heavy cocrosion and could possibly nc;ed �•eplacin�;.
StL'L'I I/1S�ILC�O/:S n� TB,I"(!S� I�tc.
t'roject: I�ort Woctl� St�ge Coach Tank
Repo�•t No:
�i � so�-�
Client: Neel SchaCCer
Pagc 2 of
Uiscrep.lncies/coinments:
5,� OVOCE�IOW �IkJO lS I11 RCCCpf1hIC COI1CIlt1011 WIiIl tI10 011�y CllSl �111CI COCCOSl011 tlt W1�� �S�1t;�1� SlCiO Ol'
weic box (top cone). n few of tlle sta�ld offs (braces) back Co wlll h�ve rusl corcOS1011 1i �race
��ICIC t0 (�1(�1;.
6.) Interior ladder below waterline is in good condition. The top ten Peet (approximately) is cocroded
a�id needs ceplacing. No safety climb device in pl�ce.
%.� DL'y C(I111 1I11CI<112SS 1'(;�C{III�S OL�t0�1� SySiCil1 011 bOf1011l SL1CI� W�II 1'lil� al1CI CO�LlittllS C111�0 F1'011l S.l
LO l6 mils with aveclb0 0�9.�41 mils. Noclh side shell wall has lowesl CG�lCIlt1�S Wllll 501110 �)I11�O111L
cusling starting. Co�tinb appeais to be epoxy maleciat.
�.� �Tllt;l'C IS Ol1C I:IlC0U�11 IlOIC lll C01I1t1� 011 SOLItIl SIC�C OIILCI' Clll� 11�1C I(I1llCI<IC. r��118 C�il�10C�(C
pcotection holes have previously beeii plaled over.
Cindy I-Iolnles, CWI #00020211 / N�1CL �E�6296 %'�; ;���1, �; i� � ,�(. � �.�_, � ,
�
Tecl�nician Steel I specto��s of Tex.is, [nc.
'1'his rcporl is fa• thc exclusivc usc uf ow• clicnt ��nd shall no� bc modificd or rcproduccd wiU�oiU n�rittcn :�p��rnvsil froin said clicnt
Readings - B2 il/12/2014 3:21:25 PM
Reading 'Pime & Dat.e Coat 1
--- ( m.i. l )
1 1:59:13 PM 11/12/?019 12.7_
2 1:59:16 PM 11/12/2019 11.5
3 1:59:21 1'M 11/12/?O1� 12.3
4 2:01:35 PM 11/12/2019 11.6
5 2:02:08 PM 11/12/2019 ].1.1.
6 2:02:10 PM 11/12./?..01�1 6.5
7 ?:02:13 PM 11/12/2019 II.6
8 2:13:96 PM 1.1/12/2019 II.£3
9 2;13:4II PM 11/1?_/2019 6.2
10 2:13:50 PM 11/12/?_019 10.9
11 2:13:52 PM 11/L2/?_014 16.0
12 2:13:5�1 PM 11/1?_/2019 7.3
13 2.:7..2:2.II PM 1l./1?/2019 13.5
19 2.:?2:30 PM 11/12/2019 ].1.5
15 2:22:38 PM 1l./12/201�1 9.5
16 2:23:02 PM 11/1?_/2019 11.3
17 ?_:23:05 PM 11/12/2014 6.6
18 2:23:07 PM 11/12/2019 5.3
19 2:23:09 PM 11/12/2014 6.6
?_0 2:23:14 PM 11/12./2019 7.3
21 2;32:00 PM 11/12/2014 11.9
2?_ 2:3?_:0?_ PM 11/12/?_019 II.2
23 2:32:04 PM 11/1?/?_019 11.0
24 2:37_:0'1 PM 11/12/2014 9.7
25 2:90:55 PM 11/12/201n 11.1
26 2;53:40 PM 11/12/201�1 £3.9
27 2.:53:94 PM 1.1/12/2019 %.5
28 2:53:53 PM 11/12/2014 5,£3
29 2:53:56 PM 1l./12/2014 5.1
30 2:5�1:0� PM 17./12/2019 6.3
31 2:57:05 PM 1l./1?_/2019 13.3
32. 2:57:07 PM 11/12/2019 7.6
33 2:57:11 PM 11/12/207.4 10.0
Summary - B2
Rcad.ing
Max
Min
Mean
StdDev.
Annotations - B2
Gage Mode].: 6000F3
Gage S/N: 626229
Probe Model: ['
Probe S/N: 12E369II
User:
Par.L:
SubsLrate:
11/12/2014 3:21:25 PM
Time & DaLe Coat 1
(mil)
16.00
5.10
9.91
7_.73
11/12/2014 3:21:25 PM
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GC-6.07 Wage Rates
CITY OF FORT WORTH Stage Coach Ground Storage Tank Rehabilitation
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 02316
Revised July l, 2011
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CIASSIFICATION DESCRIPTION
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 Boom Over 80 Tons
Crawler Tractor Operator
Electrician
Excavator Operator, 50,000 pounds or less
Excavator Operator, Over 50,000 pounds
Flagger
Form Builder/Setter, 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 Steel Worker
Roller Operator, Asphalt
Roller Operator, Other
Scraper Operator
Servicer
Small Slipform Machine Operator
Spreader Box Operator
Truck Driver Lowboy-Float
Truck Driver Transit-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
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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
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
2013 PREVAILING WAGE RATES
(Commercial Construction Projects)
CLASSIFICATION DESCRIPTION
AC Mechanic
AC Mechanic Helper
Acoustical Ceiling Installer
Acoustical Ceiling Installer Helper
Bricklayer/Stone Mason
Bricklayer/Stone Mason Trainee
Bricklayer/Stone Mason Helper
Carpenter
Carpenter Helper
Concrete Cutter/Sawer
Concrete Cutter/Sawer Helper
Concrete Finisher
Concrete Finisher Helper
Concrete Form Builder
Concrete Form Builder Helper
Drywall Mechanic
Drywall Helper
Drywall Taper
Drywall Taper Helper
Electrician (Journeyman)
Electrician Apprentice (Helper)
Electronic Technician
Floor Layer
Floor Layer Helper
Glazier
Glazier Helper
Insulator
Insulator Helper
Laborer Common
Laborer Skilled
Lather
Metal Building Assembler
Metal Building Assembler Helper
Metal Installer (Miscellaneous)
Metal Installer Helper (Miscellaneous)
Metal Stud Framer
Metal Stud Framer Helper
Painter
Painter Helper
Pipefitter
Pipefitter Helper
Plasterer
Plasterer Helper
Plumber
Plumber Helper
Reinforcing Steel Setter
Page 1 of 2
Wage Rate
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
25.24
13.67
16.83
12.70
19.45
13.31
10.91
17.75
14.32
17.00
11.00
15.77
11.00
15.27
11.00
15.36
12.54
15.00
11.50
19.63
15.64
20.00
18.00
10.00
21.03
12.81
16.59
11.21
10.89
14.15
12.99
16.00
12.00
13.00
11.00
16.12
12.54
16.44
9.98
21.22
15.39
16.17
12.85
21.98
15.85
12.87
Reinforcing Steel Setter Helper
Roofer
Roofer Helper
Sheet Metal Worker
Sheet Metal Worker Helper
Sprinkler System Installer
Sprinkler System Installer Helper
Stee) Worker Structural
Steel Worker Structura) Helper
Waterproofer
Equipment Operators
Concrete Pump
Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel
Forklift
Foundation Drill Operator
Front End Loader
Truck Driver
Welder
Welder Helper
S
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
11.08
16.90
11.15
16.35
13.11
19.17
14.15
17.00
13.74
15.00
18.50
19.31
16.45
22.50
16.97
16J7
19.96
13.00
The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted
and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman
Trubitt, PLIC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The
Construction Association) website, www.texoassociation.org/Chapter/wagerates.asp
Page 2 of 2