HomeMy WebLinkAboutContract 46430 (2)CITY SECRETARY aij R
-..QNTRACT NO.
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
MEDICAL DISTRICT PART 9 WATER SYSTEM IMPROVEMENTS
ON W OLEANDER ST, 8TH AVE, AND ENDERLY ST
Water Project No. P265-609140024788
City Project No. 00247
D.O.E. NO. 7099
Betsy Price
Mayor
S. Frank. Crumb, P.E.
Director, Water Department
David Cooke
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
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Prepared for
The City of Fort Worth
2014
1
i SEAN MASON
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Kimley-Horn/f5� �y
and Associates, Inc.
Texas Registered Engineering Firm F-928
KHA No. 061018023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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PROJECT MANUAL
FOR
THE CONSTRUCTION OF
MEDICAL DISTRICT PART 9 WATER SYSTEM IMPROVEMENTS
ON W OLEANDER ST, 8TH AVE, AND ENDERLY ST
Water Project No. P265-609140024788
City Project No. 00247
D.O.E. NO. 7099
Betsy Price
Mayor
David Cooke
City Manager
S. Frank Crumb, P.E.
Duector, Water Department
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
2014
C—„ Kimley-Horn
� and Associates, Inc.
Texas Registered Engineering Firm F-928
KHA No. 061018023
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Standard Construction Specification
Documents
Adopted September 2011
00 00 00 - 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of4
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 Instnictions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Prequali�cations
00 45 12 Prequali�cation Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 40 Minority Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Suppleinentary Conditions
Division Ol - General Requirements
Ol 11 00 Summary of Work
O1 25 00 Substitution Procedures
O1 31 19 Preconstruction Meeting
Ol 31 20 Project Meetings
Ol 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 33 00 Submittals
O1 35 13 Special Project Procedures
O1 45 23 Testing and Inspection Services
O1 50 00 Temporaiy Facilities and Controls
Ol 55 26 Street Use Permit and Modifications to Traffic Control
O1 57 13 Storm Water Pollution Prevention Plan
O1 58 13 Temporary Project Signage
O1 60 00 Product Requirements
O1 66 00 Product Storage and Handling Requirements
O1 70 00 Mobilization and Remobilization
O1 71 23 Construction Staking and Survey
O1 74 23 Cleaning
O1 77 19 Closeout Requireinents
O1 78 23 Operation and Maintenance Data
Ol 78 39 Project Record Documents
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TH/ENDERLY
Revised November 22, 2013 Project No. 00247
000000-3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of4
33 OS 22
33 OS 23
33 OS 24
33 OS 26
33 OS 30
33 11 OS
331110
33 11 11
33 11 12
33 11 13
33 11 14
33 12 10
33 12 20
33 12 25
33 12 30
33 12 40
33 12 50
33 12 60
33 31 20
33 39 10
33 39 20
Steel Casing Pipe
Hand Tunneling
Installation of Carrier Pipe in Casing or Tunnel Liner Plate
Utility Markers/Locators
Location of Existing Utilities
Bolts, Nuts, and Gaskets
Ductile Iron Pipe
Ductile Iron Fittings
Polyvinyl Chloride (PVC) Pressure Pipe
Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
Buried Steel Pipe and Fittings
Water Services 1-inch to 2-inch
Resilient Seated Gate Valve
Connection to Existing Water Mains
Combination Air Valve Assemblies for Potable Water Systems
Fire Hydrants
Water Sample Stations
Standard Blow-off Valve Assembly
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
Cast-in-Place Concrete Manholes
Precast Concrete Manholes
Division 34 - Transportation
34 41 10 Traffic Signals
34 41 11 Temporary Traffic Signals
34 71 13 Traffic Control
Appendix
GC-4.02 Subsurface and Physical Conditions
GC-6.06.D Minority and Women Owned Business Enterprise Cotnpliance
GC-6.07 Wage Rates
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TH/ENDERLY
Revised Novetnber 22, 2013 Project No. 00247
1/2/2015
CITY COUNCIL AGENDA
Official site of the City of 1=oit �North, Texas
FORT�ORTH
-��-
COUNCIL ACTION: Approved on 9/23/2014
DATE: 9/23/2014 REFERENCE C-27016
N O..
CODE: C TYPE: NON-
CONSENT
LOG NAME:
PUBLIC
HEARING:
60MEDP9-
CONATSER
I�L�7
SUBJECT: Authorize Execution of a Contract with Conatser Construction TX, LP, in the Amount of
$5,349,515.00 for Medical District Part 9-Water Distribution System Improvements on 8th
Avenue, West Oleander Street, Enderly Place, Jefferson Avenue and West Mitchell Avenue
and Provide for Project Management Staff Costs and Contingencies for a Project Total in the
Amount of $5,549,515.00 (COUNCIL DISTRICT 9)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with Conatser Construction
TX, LP, in the amount of $5,349,515.00 for Medical District Part 9-Water Distribution System
Improvements on 8th Avenue, West Oleander Street, Enderly Place, Jefferson Avenue and West Mitchell
Avenue and provide for project management staff costs and contingencies for a project total in the amount
of $5,549,515.00.
DISCUSSION:
The project will provide for the replacement of an existing 60 year old severely deteriorated, leaking cast
iron water main that currently serves several hospitals and medical facilities within the western edge of the
Medical District. The new water main will be installed in public right-of-way on 8th Avenue and will allow
for the abandonment of the old water main in an inaccessible location between a railroad easement and
several businesses. In addition, water mains will be installed on West Oleander Street, Enderly Place,
Jefferson Avenue, and West Mitchell Avenue.
Street From To
8th Avenue West Oleander Street West Jessamine
Street
West Oleander gth Avenue 9th Avenue
Street
Enderly Place 1,000 feet South of the West Myrtle Street/Enderly Place 200 feet south
Intersection
Jefferson Avenue 8th Avenue 200 feet west
Mitchell Avenue 8th Avenue 200 feet east
This project was advertised for bid on July 17, 2014 and July 24, 2014 in the Fort Worth Star-
Telegram. On August 7, 2014 the following bids were received:
i
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http://apps.cfwnet.org/council�ackeUmc_revi ew.asp?ID=20298&councildate=9/23/2014
M&C Review
1/2
1/2/2015
M&C Review
Bidder Bid Amount Time of Completion
Conatser Construction TX, LP $5,349,515.00 180 Calendar Days
S. J. Louis Construction of Texas, Ltd. $5,350,551.45
William J. Schultz, Inc. d/b/a Circle C Construction Co. $5,602,710.00
Ark Contracting Services, LLC $5,610,520.00
In addition to the contract amount, $40,000.00 is required for construction staking, project management,
material testing, and inspection, and $160,000.00 is provided for project contingencies.
M/WBE Office - Conatser Construction TX, LP, is in compliance with the City's BDE Ordinance by
committing to 14 percent MBE participation on this project. The City's MBE goal on this project is 14
percent.
This project is located in COUNCIL DISTRICT 9, Mapsco 76L, 76Q and 76U.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the current Water Capital Projects Fund.
TO Fund/Account/Centers
FROM Fund/Account/Centers
P265 541200 609140024788 $5, 349, 515.00
Submitted for City Manager's Office by: Fernando Costa (6122)
Originating Department Head:
S. Frank Crumb (8207)
��, Additional Information Contact: Liam Conlon (6824)
I--__---- -- _._ --- -- --- -----_ ___ _ __ --___ ---- --_- - -____---
j , ATTACHMENTS
f � 60MEDP9-CONATSER MAP.pdf
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http://apps.ciwnet.org/council�ackeUmc_review.asp?ID=20298&councildate=9/23/2014 2/2
001113-I
INVITATION TO BIDDERS
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SECTION 0011 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the consh�uction of Medical District Part 9— Water System Improvements on W
Oleander St, 8th Ave, and Enderly St will be received by the City of Fort Worth Purchasing
Office:
City of Fort Worth
Purchasing Division
1000 Throclanorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, August 7, 2014, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following:
Water Line Improvements:
• 800 LF of 8-inch Water Line by Open Cut
• 2,550 LF of 12-inch Water Line by Open Cut
• 70 LF of 12-inch Water Carrier Pipe
• 50 LF of 16-inch Water Line by Open Cut
• 70 LF of 24-inch Casing by Other Than Open Cut
• 2,150 LF of 24-inch Water Line by Open Cut
• 1,480 LF of 24-inch Water Line by Open Cut (Restrained Joints)
• 150 LF of 24-mch Water Carrier Pipe
• 740 LF of 30-inch Water Line by Open Cut
• 860 LF of 30-inch Water Line by Open Cut (Restrained Joints)
• 90 LF of 30-inch Water Carrier Pipe
• 150 LF of 36-inch Casing by Other Than Open Cut
• 540 LF of 36-inch Water Line by Open Cut (Restrained Joints)
• 90 LF of 48-inch Casing by Other Than Open Cut
PREQUALIFICATION
The ilnprovements included in this project inust be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for quali�cation and pre-
qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Doeuments inay be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://ww�v.fortwortligov.or�/pui•cl�asing/ and
clicicing on the Buzzsaw link to the advei•tised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
MEDICAL DISTRICT
PART 9 — W OLEANDER/8�{/ENDERLY
Project No. 00247
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 1
0011 13-2
INVITATION TO BIDDERS
Page 2 of 2
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Copies of the Bidding and Contract Documents ulay be purchased fi•om: Kimley-Horn and
Associates, Inc, which is as follows: Siiite 950 801 Cherry Street Unit 11 Fort Worth Texas
76102
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with full size drawings: $60
PREBID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: July 29, 2014
TIME: 2:00 PM
PLACE: Fort Worth Water Departtnent Conference Rooin No. 225
LOCATION:
CITY'S RIGHT TO ACCEPT OR R�JECT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Liam Conlon, City of Fort Worth
Email: liam.conlon@fortworthtexas.gov
Phone: (817) 392-6824
AND/OR
Attn: Sean Mason, P.E., Kimley-Horn and Associates, Inc.
Email: sean.mason@kimley-horn.com
Phone: (817) 335-6511
ADVERTISEMENT DATES
July 17, 2014
July 24, 2014
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20] 1
MEDICAL DISTRICT
PART 9 — W OLEANDER/AT"/ENDERLY
Project No. 00247
002113-1
INSTRUCTIONS TO BIDDERS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contempiated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received fi•om contractors who are
not prequalified (even if inadvertently opened) shall not be considered.
3.2. Each Bidder unless currently prequalified, must be prepared to subinit 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/ar questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
MEDICAL DISTRICT
PART 9 — W OLEANDEft/8"{/ENDERLY
Project No. 00247
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
0021 13 -2
1NSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.3. The City reserves the right to require any pre-qualified conh�actor who is the apparent low
2 bidder(s) for a project to submit such additional infornlation as the City, in its sole
3 discretion may require, including but not limited to manpower and equipment records,
4 information about key peisonnel to be assigned to the project, and construction schedule,
5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
6 deliver a quality product and siiccessfully complete projects for the amount bid within
7 the stipulated time fi•aine. Based upon the City's assessuient of the submitted
8 information, a recoimnendation regarding the award of a contract will be made to the
9 City Council. Failure to submit the additional information, if requested, may be grounds
10 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
ll notified in writing of a reconzmendation to the City Council.
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3.4. In addition to prequalification, additional requirements for qualification may be requu•ed
within various sections of the Contract Documents.
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder shall:
20 4.1.1. Exanune and carefully study the Contract Documents and other related data
21 identified in the Bidding Documents (including "technical data" referred to in
22 Paragraph 4.2. below). No information given by City or any representative of the
23 City other than that contained in the Contract Documents and officially
24 promulgated addenda thereto, shall be binding upon the City.
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4.1.2. Visit the site to become fainiliar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Worlc.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Worlc.
4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
sm•face or subsurface structures at the Site (except Undeiground Facilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Enviromnental Conditions, if any,
at the Site that l�ave been identified in the Contract Documents as containing
reliable "technical data."
4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will fiirnish. All additional information and data
which the City will supply after promulgation of the forinal Contraet Docuinents
shall be issued in the form of written addenda and shall become part of the Contract
Dociunents 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 Docuinents and officially promulgated addenda thereto, shall be
binding upon the City.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
Revised December 20, 2012 Project No. 00247
00 21 13 -3
INSTRUCTIONS TO BIDDERS
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4.1.6. Perform independent research, investigations, tests, borings, and such other means
as may be necessaiy to gain a complete lcnowledge of the conditions which will be
encountered during the construction of the project. On request, City may provide
each Bidder access to the site to conduct such exaininations, investigations,
explorations, tests and studies as each Bidder deems necessary for submission of a
Bid. Bidder must fill all holes and clean up and restore the site to its former
conditions upon completion of such explorations, investigations, tests and studies.
4.1.7. Determine the dif�culties 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. Biddeis shall rely exclusively and solely upon their
own estiinates, investigation, research, tests, explorations, and other data which are
necessary for full and complete information upon which the propasal 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 will not be
allowed.
4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such carrections or interpretations as may
be deemed necessary far fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by City in preparation of the Contract Docurrients.
The logs of Soil Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site 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 Conh•act
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementaiy Conditions. Bidder is
responsible for any interpretation or conclusion drawn fi�om any "technical data" or
any other data, interpretations, opinions or information.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
0021 13-4
INSTRUCTIONS TO BIDDERS
Page4 of9
1 4.3. The submission of a Bid wiil constihrte an incontrovertible representation by Bidder (i)
2 that Bidder has complied with every requireulent of this Paragraph 4, (ii) tl�at without
3 exception the Bid is premised upon performing and furnishing the Work required by the
4 Contract Documents and applying the specific means, methods, techniques, sequences or
5 procedures of construction (if any) that may be shown or indicated or expressly required
6 by the Contract Docuuients, (iii) that Biddei• has given City written notice of all
7 conflicts, errors, ambig�iities and discrepancies in the Contract Documents and the
8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
9 etc., have not been resolved through the interpretations by City as described in
10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
11 and convey understanding of all terms and conditions for performing and furnishing the
12 Worlc.
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14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
17 Dociunents.
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5. Availability of Lands for Worlc, Etc.
5.1. The lands upon which the Worlc is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in perforining the Worlc
are identified in the Contract Documents. All additional lands and access thereto
required for temporary consh�uction facilities, construction equipinent or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures 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 Supplenzentary Conditions. In the event the necessary right-
of-way, easements, and/or pernuts are not obtained, the City reserves the right to cancel
the award of contract at any tiine before the Bidder begins any construction worlc on the
project.
36 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
37 way, easements, and/or pern�its, and shall subinit a schedule to the City of how
38 construction will proceed in the other areas of the project that do not require permits
39 and/or easements.
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41 6. Interpretations and Addenda
42
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised Decembec 20, 2012 Project No. 00247
0021 13-5
INSTRUCTIONS TO BIDDERS
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6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 2 p.in., the Monday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
inteipretations or clarifications will be without legal effect.
Address questions to:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Liam Conlon, Water Department
Fax: (817) 392-8195
Email : 1 iam, c onlon@fortworthtexas. gov
Phone:(817)392-6824
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
6.3. Addenda or clarifications may be posted via Buzzsaw at
htt�s: //p�•ojectpoi»t. baizzsaw. cor��/ ori�vortl�gov/b�fy'astrz�ctan�e%20P�•oiects/00247%20-
"/o20Medical`%20District%20Yi�ater%20Distriba�tion%20S��stern%20It�z�rovenaents, %20
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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 Biddeis of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
(5) percent of Biddei's maxiinum Bid price on for•m 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.
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised December 20, 2012
0021 13-6
INSTRUCTIONS TO BIDDERS
Page ( of 9
1 8. Contract Times
2 The number of days within which, or the dates by wluch, Milestones are to be achieved in
3 accordance with the General Reqllirements and the Worlc is to be completed and ready for
4 Final Acceptance is set forth in the Agreeinent or incorporated therein by reference to the
5 attached Bid Form.
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
10 10.
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Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a"siibstitute" or "or-
equal" item of material or equipment may be furnished or used by Contractor if aeceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC, of the General
Conditions and is supplemented in Section O1 25 00 of the General Requirements.
20 11. Subcontractors, Suppliers and Others
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ll. l. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as ainended), the City has goals for the participation of minority business�
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Of�ce of the City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Forin and/or Good Faith Effort Form with docuinentation and/or Joint
Venture Form as appropriate. The Forms including docuinentation 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 evideuce the
documentation was received. Failure to coinply shall render the bid as non-
responsive.
34 11.2. No Contractor shall be reqttired to employ any Subcontractor, Supplier, other person
35 or organization against whoin Contractor has reasonable objection.
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37 12. Bid Form
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12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained fiom the City.
12.2. All blanl<s on the Bid Form must be completed by printing in ink and the Bid Forin
signed in inlc. Erasures or alterations shall be initialed in inlc by the person signing
the Bid Forin. A Bid price sl�all 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 ii�lc in both words and nuinerals, for which the Bidder proposes to do the
work conteinplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in written
nuinerals, the price in written words shall govern.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
0021 13-7
INSTRUCTIONS TO BIDDERS
Page 7 of9
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12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorpoi•ation shall be shown below the signature.
12.4. Bids by partnerships shail be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The of�cial 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 �rm by a
member and accompanied by evidence of authority to sign. The state of farmation of
the firrn and the of�cial address of the firm shall be shown.
12.6. Bids by individuals shall show the Bidder's name and offcial address.
12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The of�cial address of the joint venture shall be shown.
12.8
12.9
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.1 l. 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 Docuinents,
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 docutnents. If the Bid is sent through the .
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on the face of it.
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and �led with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate doctmient dLily 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8�/ENDERLY
Project No. 00247
0021 13-8
INSTRUCTIONS TO BIDDERS
Page 8 of9
1 14.2. Bidders may modify their Bid by electronic coimnunication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successfiil Bidder. City inay, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
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17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nom•esponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful �nancial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work witl� the Successfiil Bidder. Discrepancies between the multiplication of tmits
of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any colurnn of figures and the correct suin thereof will
be resolved in favor of the carrect sum. Discrepancies between words and fgures
will be resolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe tl�at collusion exists
among the Biddeis, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has perforuled a prior contract in an unsatisfactory inanner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the proinpt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Docunlents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, perforinance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work when such data is required to be submitted prior to the
Notice of Award.
46 17.3. City may conduct such investigations as City deems necessaiy to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Worlc in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
C1TY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8"{/ENDERLY
Revised December 20, 2012 Project No. 00247
0021 13 -9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
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17.4. Contractor shall perforin with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to Texas Govermnent Code Chapter 2252.001, the City will not award
contract to a Nom•esident Bidder unless the Nom�esident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nom•esident's principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements inay result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreeinent. 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 MEDICAL DISTRICT
' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDEft/8�'{/ENDERLY
Revised December 20, 2012 Project No. 00247
�
,
003513
BID FORM
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. l"his affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www. ethics.state.tx. u s/forms/C IQ. pdf
http://www.ethics.state.tx. us/forms/CIS. pdf
�
❑
�
❑
BIDDER:
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
Conatser Construction TX, LP
PO Box 15448
Fort Worth, Texas 76119
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
By: Jerry Conat er
Signature: ���
T e: President
MEDICAL DISTRICT
PART 9 - W OLEANDER/8TH/ENDERLY
Project No. 00247
i
00 41 00
BID FORM
Page 1 of 3
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
Medical District Part 9- Water System Improvements on W Oleander St, 8th Ave, and Enderly St
City Project No.: 00247
Units/Sections: All
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form
included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions
of the Contract Documents.
2. BIDDER Acknowledgements and CertiFcation
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposiiion of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will
provide a valid insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any collusive agreement or rules of any group,
association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract.
For the purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the
bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive
levels, or (c) to deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without
the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive
levels.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
MEDICAL DISTRICT
PART 9 - W OLEANDER/8TH/ENDERLY
Project No. 00247
00 41 00
BID FORM
Page 2 of 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
The Bidder acknowledges that the following work types must be perFormed only by prequalified contractors and
subcontractors:
a. Water Distribution, Urban and Renewal, 12-inch diameter and smaller
b. Water Transmission, Urban and Renewal, 36-inch diameter and smaller
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 360 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete
the Work {and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph
5.01 of the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the
space provided below, please enter the total bid amount for this project. Only this figure will be read publicly
by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is
subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective
estimated quantities shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH MEDICAI DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9- W OLEANDER/BTHIENDERLY
Form Revised 20120327 Project No. 00247
00 41 00
BID FORM
Page 3 of 3
7. Bid Submittal
This Bid is submitted on 08/07/2014
by the entity named below.
Respectfully submi t d,
B: � � _
Y -
(Signature)
Jerry Conatser
(Printed Name)
Receipt is acknowledged of the Initial
following Addenda:
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Title: President
Company: Conatser Construction TX, LP
Address: PO Box 15448
Fort Worth, Texas 76119
State of Incorporation: Texas
Email: jerry@conatser.com
Phone: (817) 534-1743
END OF SECTION
Corporate Seal:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
MEDICAL DISTRICT
PART 9 - W OIEANDER/8TH/ENDERLY
Project No. 00247
}
Z
SECTION 00 42 43
PROPOSALFORM
004247
UID PROI'OSAL
Page 1 oC2
CIN OF FORT WORTH MEDICAL DISIRICT
STANDARDCONSTRUCT70N SPECIFICAT70N DOCUh1ENTS PMT9- W OLEIN�EIt/BTH/EN�ERLY
Fwm Rc�isW i0120120 Pmj«t Na.00i47
(
UNIT PRICE BID Bidder's Application
1
i
UNIT PRICE BID
CITY OF FORT WORTN
STANDARDCONSTRUCTiON SPECIFlCATION DOCUhfENTS
fo(m 0.a�iscd 201Y0130
SECTION 00 42 43
PROPOSALFORM
END OF SECTION
00 Ji 43
UID PROPOSAL
P�go 2 oC2
Bidder's Application
MEDICAL DISiRICT
PMT 9 • W OLFANDfR/BTH�ENOERLY
Pmja1 No.00247
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresidenf bidder in
order to obtain a comparable contract in the State which the nonresidenYs principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of _
are not required to underbid resident bidders.
, our principal place of business,
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. �
��
Conatser Construction TX, LP
PO Box 15448
Fort Worth, Texas 76119
By: Jerry Conatser
ature
Title: President
a
Date: O� I D'1 I oLD � y
T
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
MEDICAL DISTRICT
PART 9 - W OLEANDER/BTHIENDERLY
Project No. 00247
004511-1
BIDDERS PREQUALIFICATIONS
Page 1 of3
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SECTION 00 4511
BIDDERS PREQUALIFICATIONS
1. Summary. All contractors are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor inust submit Section 00 45 12, Prequalification
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requu•ements below.
The prequali�cation process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. For example, a contractor wishing to submit bids on
projects to be opened on the 7th of April must file the inforination by the 31st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Statement
(3) Statement of Cash Flows
(4) Stateinent of Retained Earnings
(5) Notes to the Financial Statements, if any
b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certi�cate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Appiication.
(1) The �rm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.tx.us/taxpermit/ and fill out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firin's DLINS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DUNS
number may be obtained at www.dnb.com.
d. Resumes reflecting the construction experience of the principles of the firm for firms
subinitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a. Fi»ancicrl Staten�ents. Financial statement submission must be provided in
accordance with the following:
(1) The City requires that the original Financial Stateinent or a certified copy
be submitted for consideration.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
004511-2
BIDDF,RS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the �nancial statements must be audited or reviewed
2 by an independent, certi�ed public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing 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 �rm should state in the audit report or review whether
g the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Stateinents 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 contracting
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 firin's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
1 g opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The fnancial statement must be prepared as of the last day of any month,
21 not more than one year old and inust be on file with the City 16 months
22 thereafter, in accordance with Paragraph l.
23 (9) The City will deternune a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
ZS positive net working capital (worlcing capital= current assets — current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
2g preqiialification purposes.
29 (10) In the case that a bidding date falls within the tiine a new financial
30 statement is being prepared, the previous statement shali be updated with
31 proper verification.
32 b. Bidder Prequalificatio» Application. A Bidder Prequali�cation Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimiuiz of five (5) references of related work must be provided.
39 (3) Submission of an equipinent schedule which indicates equipment under
40 the control of the Contractor and which is relateci to the type of work for
41 which the Contactor is seeking prequalification. The schedule inust
42 include the ulanufacturer, inodel and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipinent other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City inay reject, suspend, or inodify any prequalification for failure by the
49 contractor to deinonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8�i/ENDERLY
Revised July 1, 201 1 Project No. 00247
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ooasli-3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
d. If a contractor has a valid prequaliiication letter, the contractor will be eligible to bid
the prequali�ed work types until the expiration date stated in the letter.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 1
MEDICAL DISTRICT
PART 9 — W OLEANDER/8Tfi/ENDERLY
Project No. 00247
0
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
Water Distribution, Urban and
Renewal, 12-inch diameter and Conatser Construction TX, LP 07/31//2015
smaller
Water Transmission, Urban
and Renewal, 36-inch diameter Conatser Construction TX, LP 7/31/2015
and smaller
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
��
Conatser Construction TX, LP
PO Box 15448
Fort Worth, Texas 76119
By:
� ,-.c----
l� ` (Signature)
Title: President
Date: d�'�D`-► � o1('jl�-}
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
END OF SECTION
MEDICAL DISTRICT
PART 9 - W OLEANDER/8TH/ENDERLY
Project No. 00247
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORI�ER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 00247. Contractar further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
(�na�fS2'�' l.(�c,r�tu �'ti bn IX,� By:
Company
���C I�'�?� Ug
Address
�.- ;,�.� u� o�-��, ,'rX —1 t� I 1�
City/State/Zip
Signature:
� �J
Title: �'��j )C�► � ►� -}-
(Please Print)
THE STATE OF TEXAS §
COUNTY OFTARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
.�v— ��p�,�,Lo.�— , known to me to be the person whose name is
subscribeld to the foregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of �a�5�2fG?�S-�Yu [.�' iDn�T�'� L!� for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN ITNDER MY I-IAND AND SEAL OF OFFICE this /� day of
14 U.a u s�- , 20�.
�„�����,,,,, -- .,
`So��hY�p���' VICKI L. 4LSON � �" "W ' '
_; , Notary Pubiic, state of Texas Notary Public in and for the State of Texas
i'�j• '�,�+� My Commission Expires
�'4;;;,;;;�'�� November 12, 2017
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
MEDICAL DISTRICT
PART 9 — W OLEANDER/8'"/ENDERLY
Project No. 00247
00 45 40 - 1
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 oF 1
1 SECTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
3 APPLICATION OF POLICY
4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
6 subcontracting goal is not applicable.
7
8 POLICY STATEMENT
9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
12
13 MBE PROJECT GOAL
14 The City's MBE goal on this project is 14% of the total bid (Base bid applies to Parks and
15 Convnunity Services). Note: If both MBE and SBE subcontracting goals are established far this
16 project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
17 deemed responsive.
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COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
required to comply with the intent of the City's Business Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or
3. Good Faith Effort documentation, or;
4. Waiver documentation.
Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non-
responsive. Any questions, please contact the M/WBE Office at (817) 392-6104.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following
times allocated, in order for the entire bid to be considered responsive to the specifications. The
Offeror shall deliver the MBE documentation in person to the appropriate employee of the Managing
Department and obtain a date/time receipt. Such receipt shall be evidence that the City received the
aocumentacion m ine iune aiiocaiea. A iaxea copy wiii not ne acceptea.
1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after
or exceeded: the bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.in., five (5) City business days after
Utilization Form, if no MBE participation: the bid opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days after
perform all subcontracting/supplier work: the bid opening date, exclusive of the bid opening date.
5. Joint 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.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8"'/ENDERLY
Project No. 00247
00 52 43 - I
Agreement
Page 1 of 4
2
SECTION 00 52 43
AGREEMENT
3 THIS AGREEMENT, authorized on 23 September 2014 is made by and between the City of
4 Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City
5 Manager, ("City"), and CONATSER CONSTRUCTION TX LP., authorized to do business in
6 Texas, acting by and through its duly authorized representative, ("Contractor").
7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
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12
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Medical District Part 9 Water Svstem Imnrovements ot: W. Oleander St.,8`�' Ave.,and Erzderlv
16 St.
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City Project No. 247 Water Project No. P265-609140024788
DOE No. 7099
Article 3. CONTRACT TIIVIE
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
23 3.2 Final Acceptance.
24 The Work will be complete for Final Acceptance within 360 Calendar da3�s after the date
25 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
26 Conditions.
27 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Worl< is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Six Hundred and Fiftv Dollars ($650.00) far each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH Medical District Part 9 Water System Improvements.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS On Oleander St, 8°i Ave. and Enderly Street
Revised June 4, 2012 City Project No. 00247
00 52 43 - 2
Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 City agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of FIVE MILLION TI�REE I�UNDRED FORTY
41 NINE THOUSAND FIVE HCTNDRED FIFTEEN DOLLARS AND NO CENTS
42 ($5,349,515.00).
43 Article 5. CONTRACT DOCUIV�NTS
44 5.1 CONTENTS:
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A.The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation A�davit
i. MWBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications speciiically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH Medical District Part 9 Water System Improvements.
STANDf�RD CONSTRUCTION SPECIFICATION DOCUMENTS On Oleander St, 8`" Ave. and Enderly Street
Revised June 4, 2012 City Project No. 00247
005243-3
Agreement
Page 3 of 4
78 Article 6. INDEMNIFICATION
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6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its ofiicers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemniiication provision is specificallv intended to operate
and be effective even if it is alle�ed or proven that all or some of the dama�es bein�
sou�ht were caused, in whole or in part, bv anv act, omission or ne�li�ence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specificallv intended to operate and be effective even if it is alle�ed or
�roven that all or some of the damages bein� sought were caused, in whole .or in part,
bv anv act, omission or negli�ence of the citv.
Article 7. NIISCELLANEOUS
100 7.1 Terms.
101 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
102 have the meanings indicated in the General Conditions.
103 7.2 Assignment of Contract.
104 This Agreement, including all of the Contract Docuinents may not be assigned by the
105 Contractor without the advanced express written consent of the City.
106 73 Successors and Assigns.
107 City and Contractor each binds itself, its partners, successors, assigns and legal
108 representatives to the other party hereto, in respect to all covenants, agreements and
109 obligations contained in the Contract Documents.
110 7.4 Severability.
111 Airy provision or part of the Contract Documents held to be unconstitutional, void or
112 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
113 remaining provisions shall continue to be valid and binding upon CITY and
114 CONTRACTOR.
115 7.5 Governing Law and Venue.
116 This Agreement, including all of the Contract Documents is performable in the State of
117 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
118 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Medical District Part 9 Water System Improvements.
STAND�IRD CONSTRUCTION SPECIFICATION DOCUMENTS On Oleander St, 8�' Ave. and Enderly Street
Revised June 4, 2012 Ciry Project No. 00247
`
005243-4
Agreement
Page 4 of 4
119 7.6 Other Provisions.
120 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
121 classi�ed, promulgated and set out by the City, a copy of which is attached hereto and
122 made a part hereof the same as if it wei•e copied verbatim herein.
123 7.7 Authority to Sign.
124 Contractor shall attach evidence of authority to sign Agreement, if other than duly
125 authorized signatory of the Contractor.
126
127 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
128 counterparts.
129
130 This Agreement is effective as of the last date signed by the Parties
131
Contractor:
�. Conatser Conslructiot: TX, LP.
'� ,,/
,i, ;/
g 'i ,�_,e__
�
(Signature)
�
cJe,�R-r ('oNA-rs��
CiTy of Fort Worth
Date 2//�i//S
Fernando Costa
Assistant City May�
�`��'
���
o�
v
� o�
°��
0
o�
��
(Printed Name)
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Attest:
1 �$ �
/ �o
. -
Y ` �/
✓1 � . Ka S . °o o'
�3,/ �°�oouoon
Clty SeCl'0i11'j� ` ,t: �C`b ���
(Seal)
Title: ���,pE�u�
Address: �,��� Cv���� J�;
M&C C-Z�o�6
Date: �%_ L3 - I y
� ,
City/State/Zip: jy�e.T 6c,b,�e�y,i�( .�(o//q Approved as to Form and Legality:
Date Douglas . Black
Assistant City Atto�•ney
APPROVAL RECOMMENDED:
V.
Andrew T. Cronberg, P. E.
Interim DIRECTOR,
Water Department
CITY OF FORT WORTH -- - Medical District Part 9 Water System Improvements.
STANDAIiD CONSTRUCT[ON SPECIFICATION D'bCUMENTS On Oleander St, 81° Ave. and Enderly Street
RevisedJune4,2012 �i�l�;��{�I,���;;�III'���,���i�R�1 CityProjectNo.00247
�1`�� �I��itEi'ARY(
�T. WORT�1, 'TX
ISSUED IN FIVE (5) COUNTERPARTS
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SECTION 00 61 13
PERFORMANCE BOND
THE STAT� OF TEXAS
COUNTY OF TARRANT
Bond Number: 0187834
00 G1 13 - 1
Pi:RPORMANCI: BOND
Pagc I of 2
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, Conatser Construction, TX, LP., known as "Principal" herein and Berkley Insurance
Company , a corporate surety(sureties, if more than one) duly authorized to do business in
the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound
unto the City of Fort Worth, a municipal corporation created pi�rsuant to the laws of Texas,
known as "City" herein, in the penal sum of, FIVE MILLION THRE� HUNDRED FORTY
NINE THOUSAND FNE HUNDR�D FIFT��N DOLLARS AND NO CENTS
($5,349,515.00)._ lawful money of the United States, to be paid in Fort Worth, Tarrant County,
Texas for tlie payment of which sum well and truly to be made, we bind oui•selves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
16 WHEREAS, the Principal has e�itered into a ce��tain written contl•act with tlie City
l7 awarded tl7e 23 dav of September, 2014, which Contract is hereby referred to and made a part
18 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
19 othei• accessol•ies defiiled by law, in the prosecution of the Woi•k, i�lcluding any Change Orders,
20 as provided for in said Contract designated as Me�lica/ District Part 9 Water Svstem
21 Improveme�rts ��n W. Olea�rder St.,8fh Ave.,�tnd Ender/v St. Prnjeci Nuniber 0247 DOE 7099 .
22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
23 shall faithfully perform it obligations under• the Contract and shall in all respects duly and
24 faithfi�lly perfarm the Wo►�k, including Change Orders, under the Cantract, according to the plans,
25 specifications, and contt�act documents therein referred to, and as well during any per•iod of
26 extension of the Contract that may be granted on the part of the City, then this obl igation shall be
27 and become null and void, otherwise to remain in full force and effect.
28
29
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32
33
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States Distt•ict Court for the No►•tl�ern District of TeYas, Fort
WOI'��l �IVISIOiI.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Govern►nent Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
CI"I'Y OP �OR'I' WOR't'ti Medical District Yart 9 Watcr Systcm Improvements
STANDARD CONS'IRUC"1'ION SP[:CfF(CA'('ION DOCUMI:N"t'S On Ole�nder St., A'�' Street, and I:nderly St.
Reviscd July I, 20! I City Prqjcct No. 0247
00 61 13 - 2
PI:RPORMANCB C30ND
Page 2 of 2
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
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this instrument by duly authorized agents and officers on this the 23 day of Seqtember, 2014.
ATTEST:
(Principal) Secretary
.
Wi ness as to Princip
I --� C1-�e�C•� � 1�t-d1���
Witness as to Surety
PRINCIPAL:
CONATSER CONSTRUCTION TX, L.P.
�� / �
BY: ./� —'�.
` gnature
Jerry Conatser, President
Name and Title
Address: 5327 Wichita St.
Fort Worth. TX 76119
(817) 534-1743
SURETY:
BERKLEY INSURANCE COMPANY
�
�,, ,� �� , \ , ,� � '
, ` ,�
BY: i
�� Signature-� ° �
V. DeLene Marshall, Attornev-In-Fact
Name and Title
Address: 475 Steamboat Road
Greenwich, CT 06830
Telephone Number: 203-542-3800
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Su►-ety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CI'1'Y OF FOR"1' WOIZ'I'I{ Mcdical Districl Parl 9 Waler System Improvements
S'I'ANDnRD CONSTRUC'fION SPBCIFICA"I'ION DOCUMEN'1'S On OleTnder St., 8'�' Slrcct, and L'nderly St.
Revised .luly I, 201 I City Project Na 0247
ISSUED IN FIVE (5) COUNTERPARTS
1
2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARI2ANT
SECTION 00 61 14
PAYMENT BOND
Bond Number: 0187834
00 61 14 - 1
PAYMEN'C BOND
Pagc � of 2
§
§ KNOW ALL BY THESE PR�SENTS:
§
7 That we, Conatser Construction,TX,LP., ki�own as "Principal" herein, and
8 Berkley Insurance Com a�ny , a corporate surety
9 (sureties), duly authorized to do business in the258- State of Texas, known as "Surety" herein
10 (whether one or more), al•e held and firmly bound unto the City of Fort Wortli, a municipal
11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
12 penal sum of FIVE MILLION THREE HUNDRED FORTY NINE THOUSAND FIV�
13 HUNDRED FIFTEEN DOLLARS AND NO CENTS ($5,349,515.00)..lawful money of the
14 United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum
IS wel) and truly be made, we bind ourselves, our heirs, executors, administratocs, successors and
16 assigns, jointly and severally, firmly by these presents:
17 WHEREAS, Principal has entered into a certain wcitten Contract with City, awarded the 23 dav
18 of September, 2014, which Contract is hereby referred to and made a part hereof for al1 purposes
19 as if fully set forth herein, to furnish all materials, equipment, labor and ather accessories as
20 defined by law, in the prosecution of the Worl< as provided for in said Contract and designated as
21 Me�lica! District Pnrt 9 Wuter System Improventents on W. Olennder St.,Sth Ave.,and Enderlv
22 St. Proiect Numher 00247.
23 NOW, THER�FORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay al( monies owing to any (and all) payment bond beneficiary (as defned in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
27 force and effect.
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
30 accordance with the provisions of said statute.
31
CI'('Y OF [�OIZ"f WOR'I'H Medical f�istrict Part 9 Water System Improvements
S'PANDARD CONSTRUC'I'ION SPGCIFICA�'ION DOCUMEN"I'S On W. Ole;ander 51.,8th Ave.and T:nderly St.
Reviscd July I, 201 I City Prqject No. 00247
00 61 14 - 2
PAYMGNT [30ND
Page 2 of 2
IN WITN�SS WHEREOF, the Principal and Surety have each SIGNED and SEALED
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8
9
f [I7
�i
this instrument by duly authorized agents and officers on this the 23 day of Sentember, 2014 .
ATTEST:
(Principal) Sec►•etary
Witn o Pr�ncipa
ATTEST:
\ t� �
/;� �
" � �f" J l.!L.� l �,� f � � ! � (. �
(Sure ) Secretary
� ��..ti . '"J�-�-y-�-�_. �..� , �.�
Witness as to Sui•ety
PRINCIPAL:
CONATSER CONSTRUCTION TX, L.P
, _
�%
BY: � �;�� -������y-'�
�i �re
Jerry Conatser, President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76119
(817) 534-1743
SURETY:
BERKLEY INSURANCE COMPANY
,
,� � - ' � � � � �"�
BY: ',\ , \� ��, �
Si�giiature � -
V. DeLene Marshall, Attorney-In-Fact
Name and Title
Addt•ess: 475 Steamboat Road
Greenwich, CT 06830
Telephone N�unber: 203-542-3800
Note: (f signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different f►•om its mailing address, both must be provided.
The date of the bond shal I not be prior to the date the Contract is awarded.
END OF SCCTION
CI'1'Y OF PORT WOR'fl{ Medical District Parl9 Watcr System Improvements
S"I'ANDARD CONS"I'RUCTION SPI:CIPICATION UOCUMI:N'1'S On W. Olcandcr SI.,Rth Avaand E:nderly St.
Rcviscd .luly I, 201 I City Prqject No. 00247
ISSUED IN FIVE (5) COUNTERPARTS
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S�CTION 00 61 19
MAINTENANCE BOND
Bond Number: 0187834
oot,i t�-t
MAINTGNANCFs BOND
Page I of 3
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY Ol+' TARRANT §
That we, Conatser Construction TX.LP., known as "Principal" herein and Berkley
Insurance Com�any , a corporate surety (sureties, if more than one) du(y authorized to do
business in the State of Texas, known as "Surety" herein (whether one or more), are held and
firtnly bound unto the City of Fo►�t Worth, a municipal corporation created pursuant to the laws of
the State of Texas, known as "City" herein, in the sum of FIVE MILLION THREE
12 HUNDRED FORTY NIN� THOUSAND FIVE HUNDRED FIFTE�N DOLLARS AND NO
13 CENTS ($5,349,515.00)., lawful money of the United States, to be paid in Fort Worth, Tarrant
t4 County, Texas, for payment of which sum we11 and truly be made unto the City and its
15 successors, we bind ourselves, our heirs, executors, administrators, successo�s and assigns, jointly
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and severally, firmly by these presents.
WHER�AS, the Principal has entered into a certain written contcact with the City awarded the
23 dav of September 2014, which Contract is hereby referred to and a made part hereof for all
purposes as if fi�lly set forth herein, to furnish all materials, equipment (abor and other accessoeies
as defined by law, in the prosecution of the Work, including any Worlc resulting fi•om a duly
authorized Change Order (collectively hecein, the "Work") as provided for in said contract and
designated as Medica! District Part 9 Wrrter Svstent Imnrovements on W. Oleander St.,8tlr
Ave.,rrnd Enderlv St, Proiect No O247, DOE No. 7099 .; and
WHEREAS, Principal binds itself to use such tr►aterials and to so construct tlle Work in
accordance with the plans, specifications and Contract Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Worlc by the City ("Mai�itenance Period"); and
WH�REAS, Principal binds itself to repair or reconstruct the Work in whole oy in pai�t
upon receiving notice from the City of the need therefor at any time within the Maintenance
Period.
CI'fY O� rORT WOR'I'I1 Medical District Part 7 Water System Improvements
S'I�ANDARD CONS'1'RUC'I'ION SPECIFICA'fION DOCUMGNTS On Olcandcr St., 8'�' St.,and findcrly St.
Rcviscd July l. 201 I City Projcct No. 0247
0061 19-3
MAINTGNANCG [30ND
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IN WITNESS WH�REOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 23 dav of September, 2014.
ATTEST:
(Principal) Secretary
��� ��� �
\`�I14�1.�.R���ldi111[tll� . �
A"�T�ST:
<l-�ILL.�zc ��"! �
(Surety) Secretary
G ��E�� _ � �«-� ��l1-�/
Witness as to Sw�ety
PRINC[PAL:
CONATSER CONSTRUCTION TX. L.P.
�
�� � __
BY: �� � �
Si�r at e
Jerry Conatser, President
Name and Title
Address: 5327 Wichita St.
Fort Worth, TX 76119
(817) 534-1743
SURETY:
BERKLEY INSURANCE COMPA�lY
'
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BY: '�'�, � � ;�, �11�� � i�� ��,�
`` -
�Signature
V. DeLene Marshall, Attorney-In-Fact
Name and Title
Address: 475 Steamboat Road
Greenwich, CT 06830
Telephone Number: 203-542-3800
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
fi•om the by-laws showing that this persoil has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shal l not be prior to the date the Contract is awarded.
C1TY OF FOR'I' WORTH Medical District Part 7 Waler System Improvements
S'I'ANDARD CONSTRUC"I'ION SPliC1F1CA'I'ION DOCUMEN'I:S On Oleander St., 8'�' St.,and Enderly St.
Revised July I. 201 I City Projcct No. 0247
No. BI-7280c
POWER OF ATTORNEY
BERKL�Y INSURANCE COMPANY
WILMINGTON, DELAWARE
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
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KNOW ALL MEN BY THESE PRESENTS, that BERICLEY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricartlo J. Reyna, Don E. Cornell, Lisa M. Bonnot,
Veita DeLe�:e Marslta[l or Sop/�inie Hu�:ter of Ao�r Risk Services Sout/nvest, I�rc. of Dallas, TX its true and lawful Attorney-in-
Fact, to sign its name as surety only as delineated below and to execute, seal, acicnowledge and deliver any and all bonds and
undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million
and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and aclrnowledged by
the regularly elected officers of the Company at its principal office in their own proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN WITNESS WHEREOF, the Comp�y has cau d these resents to be signed and attested by its appropriate o�cers and its
c�rparate s�».1 hereunto affixed this � day of �Lc�' - , 2014.
Attest: /�� Berkley Insurance Company
(Seal) By By :
Ira S. Lederman Je y. Hafter �
Senior Vice President & Secretary ior ce President
WARN�NG: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER.
S'I'ATE OF CONNECTICUT )
� SS:
COUNTY OF FAIRFIELD ) �
Sworn to before me, a Notary Public in the State of Connecticut, this � day of �G�LR +d� , 2014, by Ira S. Lederman and
JefFrey M. Hafter who are sworn to me to be the Senior Vice President and Secretary, and th' Senior Vi:e,President, respectively, of
Berkley Insurance Company. �q1AC. RUNDBAKEN /� /" � ��/���
NOTARY PUBUC / �(1���-� �� '�`"l" �`""'�''�
MY COMMISSION EXPIRES otary Public, State of Connecticut
APAII 30, 2019
CERTIFICATE
I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a
true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded
and that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Power of
Attorney is attached, is in full force and effect as of this date. �, �( i i � �.
Given under my hand and seal of the Company, this �� day of ��-" �!% ,), ,. �C� �
(Seal) -
Andr . Tu a
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Berkley Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
=3�1:7:1�:1'��11:7��'Le�:Z�11Ja���
Please send all notices of claim on this bond to:
Berkley Surety Group, LLC
(866) 768-3534
412 Mount Kemble Avenue, Suite 310N
Morristown, NJ 07960
Attn: Surety Claims Department
You may contact the Texas Department of Insurance to obtain
information on companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection(a�tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Berkley Surety Group, LLC first. If
the dispute is not resolved, you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
������ � �
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revision: Dece�nbei2l, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— De�nitions and Terminology .............
1.01 Defined Terms ..................................
1.02 Terminology .....................................
..................................................
..................................................
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Article 2 — Preliminary Matters ............................................................
2.01 Copies of Documents
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2.02 Coirunenceinent of Contract Time; Notice to Proceed ............................................
2.03 Starting the Wot•lc ......................................................................................................
2.04 Before Starting Constiuction ....................................................................................
2.05 Preconstruction Confet•ence ......................................................................................
2.06 Public Meeting ..........................................................................................................
2.07 Initial Acceptance of Schedules ................................................................................
Article 3— Contract Documents: Intent, Ainending, Reuse ........,
3 . 01 Intent . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .
3.02 Reference Standards ...................................................
3.03 Reporting and Resolving Discrepancies ....................
3.04 Amending and Supplementing Contract Documents
3.05 Reuse of Documents ..................................................
3.06 Electronic Data ...........................................................
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Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Enviromnental
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 Environinental Condition at Site ..............................................................................14
Article 5— Bonds and Insurance ..................................................................................
5.01 Licensed Sureties and Insurers .................................................................
5.02 Performauce, Paylnent, and Maintenance Bonds .....................................
5.03 Certificates of Insurance ...........................................................................
5.04 Contractor's Insurailce ..............................................................................
5.05 Acceptance of Bonds and Insurance; Option to Replace .........................
Article 6 — Contractor's Responsibilities ....................
6.01 Supeivision and Superintendence...........
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION 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
Seivices, Materials, and Equipinent ........................................................................................... 20
ProjectSchedule ..........................................................................................................................21
Substitutes and "Or-Equals" ....................................................................................................... 21
Concerning Subcontractors, Suppliers, and Others ....................................................................24
WageRates ..................................................................................................................................25
Patent Fees and Royalties ...........................................................................................................26
Permitsand Utilities ....................................................................................................................27
Lawsand Regulations ................................................................................................................. 27
Taxes...........................................................................................................................................28
Use of Site and Other Areas ....................................................................................................... 28
RecordDocuinents ......................................................................................................................29
Safetyand Protection .................................................................................................................. 29
SafetyRepresentative .................................................................................................................. 30
Hazard Coinmunication Programs ............................................................................................. 30
Emergencies and/or Rectiiication ............................................................................................... 30
Subinittals.................................................................................................................................... 31
Continuingthe Worlc ................................................................................................................... 32
Contractor's General Warranty and Guarantee ..........................................................................32
Indemnification......................................................................................................................... 33
Delegation of Professional Design Services .............................................................................. 34
Rightto Audit .............................................................................................................................. 34
Nondiscrimination............................... .................................................................... .................... 3 5
Article 7- Other Work at the Site ................................................................................................................... 35
7.01 Related Work at Site ................................................................................................................... 35
7.02 Coordination ................................................................................................................................36
Article 8 - City's Responsibilities ...........................................................................
8.01 Coininunications to Contractor ...........................................................
8.02 Furnish Data ........................................................................................
8 03 Pay When Due
...........................
...........................
. ......................................................................................................................
8.04 Lands and Easeinents; Reports and Tests ...........................................
8.05 Change Orders .....................................................................................
8.06 Inspections, Tests, and Approvals ......................................................
8.07 Limitations on City's Responsibilities ...............................................
8.08 Undisclosed Hazardous Enviromnental Condition ............................
8.09 Compliance with Safety Prograin ......................................................
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Article 9- City's Observation Status During Construction ........................................................................... 37
9.01 City's Project Representative .....................................................................................................37
9.02 Visits to Site ................................................................................................................................ 37
9.03 Authorized Variations in Work ..................................................................................................38
9.04 Rejecting Defective Work ..........................................................................................................38
9.05 Determinations for Woi•k Perforined .......................................................................................... 38
9.06 Decisions on Requirements of Conh�act Documents and Acceptability of Work .....................38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: December21,2012
Articie 10 - Changes in the Work; Clailns; Extra Worlc ...........................
10.01 Authorized Changes in the Worlc ..........................................
10.02 Unauthorized Changes in the Worlc ......................................
10.03 Execution of Change Orders ..................................................
10.04 Extra Worlc .............................................................................
10.05 Notification to Surety .............................................................
10.06 Contract Claims Process ........................................................
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Articie ll- Cost of the Worlc; Allowances; Unit Price Work; Plans Quantity Measurement .................
11.01 Cost of the Worlc ...................................................................................................................
11.02 Ailowances ............................................................................................................................
11.03 Unit Price Worlc ....................................................................................................................
11.04 Plans Quantity Measureinent ................................................................................................
Articie 12 - Change of Contract Price; Change of Contract Time ............................................................
12.01 Change of Contract Price ......................................................................................................
12.02 Change of Contract Time ......................................................................................................
12.03 Delays ....................................................................................................................................
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.....45
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Article 13 - Tests and Inspections; Cort•ection, Reinoval or Acceptance of Defective Worlc ......................48
13.01 Notice of Defects ........................................................................................................................48
13.02 Access to Work ........................................................................................................................... 48
13.03 Tests and Inspections .................................................................................................................. 48
13.04 Uncovering Worlc ........................................................................................................................49
13.05 City May Stop the Worlc ............................................................................................................. 49
13.06 Cori•ection or Removal of Defective Work ................................................................................50
13.07 Correction Period ........................................................................................................................50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work ............................................................................................. 51
Article 14 - Payments to Contractor and Completion .................................................................................... 52
14.01 Schedule of Values ...................................................................................................................... 52
14.02 Progress Payments ...................................................................................................................... 52
14.03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Partial Utilization ........................................................................................................................ 55
14.05 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 Claiins ........................................................................................................................ 57
Article 15 - Suspension of Work and Terinination ........................................................................................ 57
15.01 City May Suspend Work ............................................................................................................. 57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terininate For• Convenience ....................................................................................... 60
Article16 - Dispute Resolution ...................................................................................................................... 61
16.01 Methods and Procedures .............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: December2l, 2012
Articie17 — Miscellaneous .............................................................................................................................. 62
17.01 Giving Notice .............................................................................................................................. 62
17.02 Cotnputation of Times ................................................................................................................ 62
17.03 Cutnulative Remedies ................................................................................................................. 62
17.04 Sutvival of Obligations ............................................................................................................... 63
17.05 Headings ......................................................................................................................................63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: Dece�nber 21, 20 I 2
oonoo-�
GENERAL CONDITIONS
Page 1 of 63
ARTICL� 1— DEFINITIONS AND TERMINOLOGY
1.01 Def i�ed Terins
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singulas� and plural thereof,
and words denoting gender shall include the masculine, feininine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the de�nition of a listed-defined term, the tei7n shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terins with initial
capital letters in the Contract Docuinents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Adder�da—Written or graphic instiuments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requireinents or the proposed Contract Documents.
2. Agreen�ent The written instiuinent which is evidence of the agreeinent between City and
Contractor covering the Worlc.
3. Application foi� Payment—The form acceptable to City which is to be used by Contractor
during the couise of the Worlc in requesting progress or iinal payments and which is to be
accompanied by such supporting docuinentation as is required by the Contract Documents.
4. Asbestos—Any inaterial that contains inore 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. Awa�°d — Authoi•ization by the City Council for the City to enter into an Agreeinent.
6. Bic� The offer or proposal of a Bidder subnutted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidde�=The individual or entity who submits a Bid directly to City.
8. Biddii�g Docznnei�ts—The Bidding Requirernents and the proposed Contract Docuinents
(including all Addenda).
9. Biddii�g Reyziirements—The advertiseinent or Invitation to Bid, Instructions to Biddeis, Bid
security of acceptable form, if any, and the Bid Form with any supplelnents.
10. Bzisi��ess Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for fedei•al or state holidays obseived by the City.
11. Birzzsaw — City's on-line, electronic document inanageinent and collaboration system.
12. Calei�dai� Day — A day consisting of 24 hours measured fi•om midnight to the next midnight.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: December2l, 2012
00 �2 00 - i
GENERAL CONDITIONS
Page 2 of 63
13. Cha��ge Orde�=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 Worlc 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 Wor�th, Texas, a home-rule inunicipal 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 perfoi-�n 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 Worlc is to be
performed.
15. City Attorney — The officialiy appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. Ciry Council - The duly elected and qualiiied governing body of the City of Fort Worth,
Texas.
17. City Manage�� — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Conh•act Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Cont��act—The entire and integrated written docuinent between the City and Contractor
concerning the Worlc. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Docurnents—Those items so designated in the Agreeinent. All items listed in the
Agreement are Contract Documents. Approved Subinittals, 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 coinpletion of the Work in
accordance with the Contract Documents as stated in the Agreeznent (subject to the
provisions of Paragraph 11.03 in the case of Unit Pr•ice Work).
22. Contract Tif��e—The nuinber of days or the dates stated in the Agreeinent to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contracto� =The individual or entity with whom City has entered into the Agreement.
24. Cost of tlze Wo��Ic—See Paragraph 11.O1 of these Generai Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUM�NTS
Revision: December2l, 2012
00 �z oo - i
GENERAL CONDITIONS
Page 3 of �3
25. Da»�age Claims — A demand for money or seivices arising fi•om the Project or Site fi�oin a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director• of Aviatzo�� — 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 Parizs ai�d Commz�i�ity Se��vices — The officially appointed Director of the Parks
and Cominunity Seivices Depar•tment of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Di��ector of Pla»i�ii�g and Deve/opme»t — The officially appointed Director of the Planning
and Developinent Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Di��ector of Ti�ai�spo��tatio» P�blic Wor1�s — The officially appointed Director of the
Transpor•tation Public Wor•lcs Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Directoi� of Wate�� Depai°tmef�t — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Di�awings—That part of the Contract Docuinents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Worlc to be perfoi7ned by
Contractor. Subinittals are not Drawings as so defined.
33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on whicli the Agreeinent is signed
and delivered by the last of the two parties to sign and deliver.
34. Engi��ee�=The licensed professional engineer or engineering firin registered in the State of
Texas perfoi7ning professional seivices for the City.
35. Ext��a Wo�°Iz — Additional worlc inade necessaiy by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field O�•de�� — A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid fi•oln Field Order Allowances incorporated into the Contract by funded
work type at the time of awai•d.
37. Fii�ad Acceptai�ce — The written notice given by the City to the Contractor that the Worlc
specified in the Contract Docuinents has been coinpleted to the satisfaction of the City.
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38. Fi»al b�spectio�� — Inspection can•ied out by the City to verify that the Contractor has
completed the Worlc, and each and eveiy part oz• appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Req�i��ements—Sections of Division 1 of the Contract Documents.
40. Hazardous Envi��of�mental Corrditiof�—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other matei•ials in such quantities or
circuinstances that may present a substantial danger to persons or property exposed thereto.
41. Haza��dous Waste—Hazardous waste is deiined as any solid waste listed as hazat•dous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
' 42. Laws and Regzrlations—Any and all applicable laws, rules, regulations, ordinances, codes,
' and orders of any and ali goverrunental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personai property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Awaf°d—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notzce to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Tiine will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petr-olez�m—Petroleum, including crude oil or any fiaction thereof which is liquid at standard
conditions of teinperattu•e and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
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51. Project Scl�edzile—A schedule, prepared and maintained by Contractor, in accordance with
the General Requireinents, descr•ibing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Worlc within the Contract Time.
52. P��oject.—The Worlc to be performed under the Contract Documents.
53. P�^oject Rep��ese�tatzve—The authorized representative of the City who will be assigned to
the Site.
54. Pzrblic Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regarla�� Wo�°Izi»g Houis — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
tluu Friday (excluding legal holidays).
57. San�pdes Physical examples of materials, equipment, or worlaiianship that are
representative of some portion of the Worlc and which establish the standards by which such
portion of the Worlc will be judged.
58. Schedz�le of Sz�b�nittals—A schedule, prepared and maintained by Contractor, of required
siibmittals and the time requirements to support scheduled performance of related
constiuction activities.
59. Schedzrle of Values—A schedule, prepared and maintained by Contractor•, allocating portions
of the Contract Price to var•ious 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, pei7nits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Specifrcatio��s—That part of the Contract Documents consisting of written requireinents for
inaterials, equipment, systems, standards and worlc�nanship as applied to the Worlc, and
certain administ��ative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
62. Sirbco»t�°acto�=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. Szrbmittals—All drawings, diagrams, illustrations, schedules, and other data or infonnation
which are specifcally prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Sz�ccessful Bidder—The Bidder subinitting the lowest and inost responsive Bid to whoin City
makes an Award.
65. S�perif�tendent — The representative of the Contractor who is available at all tiines and able
to receive instructions from the City and to act for the Contractor.
66. Sz�pple�nentaf y Co»ditions—That part of the Contract Documents which amends or
suppleinents these General Conditions.
67. Sz�pplie�=A inanufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incoiporated in the Work by Contractor or Subcontractor.
; 68. Undergj�oz�rrd Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid peti•oleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Wo��lz See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hoa��s — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire construction or the various separately identifiable pat�ts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, seivices, and documentation necessary to produce such const�-uction
inciuding any Change Order or Field Order, and furnishing, installing, and incorporating all
materiais and equipinent into such construction, all as required by the Contract Documents.
72. Wo��Izi»g Day — A worlcing day is deiined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditior�s
not under the control of the Contractor will permit the performance of the pr•incipal unit of
worlc underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.in.
1.02 Terminology
A. The words and terins discussed in Paragraph 1.02.B tlu�ough E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certaij� Te��ms o�� Adjectives:
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L The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terins of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactoiy," or
adjectives of lilce effect or import are used to describe an action or deternunation of City as to
the Work. It is intended that such exercise of professional judginent, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Docuinents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
The word "defective," when modifying the word "Worlc," refers to Worlc that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Docuinents; or
c. has been dainaged prior to City's written acceptance.
D. FZn�i�is1�, Install, Pe�fo��»a, P�°ovide:
L The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any coinbination or siinilar directive or usage thereof, shall inean
fuTnishing and incorporating in the Work including all necessary labor, lnaterials, equipment,
and everything necessary to perforin the Worlc indicated, unless specifically liinited in the
context used.
E. Unless stated othei�vvise in the Contract Documents, words or pl�uases that have a well-known
teclmical or construction industiy or trade meaning ai•e used in the Conn•act Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Docinne»!s
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Cont�•act Documents, and four (4) additional copies of the Drawings. Additional copies will be
fiu-nished upon request at the cost of reproduction.
2.02 Co�nme��ce»�e»t of Cont��act Time; Notice to P�•oceed
The Contract Time will coinmence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Wo�°lz
Contractor shall start to perfoi7n the Work on the date when the Contract Tirne coininences to run.
No Work shall be done at the Site prior to the date on which the Contract Time cormnences to run.
2.04 Before Startii�g Const�ziction
Baseline Schedz�les: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Pf°ecof�striiction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Pzrblic 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 Schedziles
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Speciiication as provided in the Contract Docuinents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intef�t
A. The Contract Docuinents 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 constlucted 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 specificaliy called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications inay vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declai•ative style and some sections may be
relatively nar�•ative by comparison. Oinission of such words and phrases as "the Contt•actor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of pr•ovisions
may appear in various parts of a section or articles within a part depending on the format of tl�e
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section. The Contractor shall not talce advantage of any variation of fornl, foi7nat or style in
inaking Cont��act 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 Cont��actor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Worlc under the
Conh•act Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is coinplete.
3.02 Refe�•e»ce Staf�da��ds
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specificatiarzs, 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, inanual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractoi•s, consultants, agents, or einployees, froin those set forth in the Contract
Documents. No such provision or inst�uction shall be effective to assign to City, or any of its
officers, directors, inembers, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supeivise or direct the perfoi7nance of the Work or any duty or authority
to undei�take responsibility inconsistent with the provisions of the Cont��act Documents.
3.03 Reportii�g and ResolviJ�g Disci�epai7cies
A. Repoi°li»g Discrepai�cies:
Contractoi�'s Revzew of Coi�t��act Docznnents Before Sta��tii�g Woriz: Before undertalcing each
part of the Worlc, Contractor shali carefully study and coinpare the Contract Documents and
checic and verify pertinent figures therein against all applicable field rneasureinents and
conditions. Contractor shall promptly repoi•t in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has acnzal lcnowledge of, and shall obtain a
written interpretation or clarification from City before proeeeding with any Work affected
thereby.
2. Co»iractor's Revietiv of Co»tract Doczn��eJ71s Dzn•i»g Perfo��ma»ce of Wo�°k: If, during the
performance of the Worlc, Contractor discovers any conflict, ei�•or, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Docuinents and (a) any applicable
Law or Regulation ,(b) any staizdard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Worlc affected thereby (exeept in an einergency as t•equired by Paragraph
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6.17.A) until an amendment or supplemeut to the Contract Documents has been issued by
one of the inethods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Docuinents shall take precedence in resolving any conflict, error, ainbiguity, or
discrepancy between the provisions of the Contract Docuinents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over tho�e shown in the
proposal.
3.04 Amending a»d Sa�pplementing Contf�act Docz+ments
A. The Contract Documents may be amended to pi•ovide for additions, deletions, and revisions in
the Work or to modify the ter�ns and conditions thereof by a Change Order.
B. The requirements of the Contract Docuinents may be supplemented, and minor variations and
deviations in the Worlc not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 ReZ�se of DocZrments
A. Contractor and any Subcontractor or Supplier shall not:
l. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other docuinents (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 speciiic written
verification or adaptation by Engineer.
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B. The prohibitions of tlus Paragraph 3.05 will suivive final payment, or termination of the
Conh•act. Nothing herein shall preclude Cont��actor from r•etaining copies of the Contract
Documents for record purposes.
3.06 Electi�o�ic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are liinited 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 fiunished only for the convenience of the
receiving party. Any conclusion or inforination obtained or derived fi•oin such electronic files
will be at the user's sole rislc. If there is a discrepancy between the electl•onic files and the hard
copies, the hard copies govern.
B. When transferring documents in electt•onic media format, the transferring party malces no
representations as to long term coinpatibility, usability, or readability of docmnents resulting
fi•om the use of software application pacicages, operating systelns, or computer hardware
differing fi�om those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability ofLands
A. City shall furnish the Site. City shall notify Contractor of any encuinbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
perrnanent stiuctures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easeinents. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Suppleuientary Conditions. The Project
Schedule submitted by the Contr•actor in accordance with the Contract Docuinents inust
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstiuctions to the Site.
Any outstanding removal or relocation of utilities or obstnictions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written i�equest, City shall fiunis}� Contractor with a cui7ent stateinent of record
legal title and legal description of the lands upon which the Worlc is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipinent.
4.02 SZ�bsa��face and Physical Condztiof�s
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports lcnown to City of expiorations 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 stiuctures at the Site (except Underground Facilities).
B. Limited Reliance by Cont�-actor 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 inake any Contract Claiin against City, or any of their ofiicers,
directors, meinbers, 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, inteipretations, opinions, or information.
4.03 Diffe��ing SzrbsZnface o�� Physical Cof�ditio»s
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 Paragi•aph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. diffeis materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions oi•dinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Docuinents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or perfoi•ining any Work in connection therewith (except in an
einergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Posszble Price a»d Time AdjZ�stments
Contractor shall not be entitled to any adjListinent in the Contract Price or Contract Time i£
1. Contractor lcnew of the existence of such conditions at the time Conh•actor inade a final
coinmitinent to City with respect to Contract Price and Contract Tllne by the subinission 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 exainination 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 Ul�de�gi�otn�d Facilities
A. Shotivn o�� Ii�dicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others, Unless it is otherwise expressiy provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or coinpleteness of any such
information or data provided by others; and
2, the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Docuinents;
c, coordination and adjustinent of the Work with the owners of such Underground
Facilities, including City, during constiuction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Worlc.
B. Not Show�� o�� b�dicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site wl�ich was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Docuinents, Contractor shall, proinptly after becoi�ing
aware thereof and before further disturbing conditions affected thereby or pei•forming any
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Woi•lc in connection therewith (except in an einergency 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 deterrnine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
' responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and seivice lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratoiy
excavation if necessaiy.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for consh-uction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stalces or other customaiy method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
inonument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replaceinent 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 carelessiy or
wiilfully destroyed, disturbed, or removed by the Contractor or any of his einployees, the full
cost for i•eplacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractar.
4.06 Hazardoz�s Ef�vironmental Conditio�� at Site
A. Repo��ts a»d D��awi»gs: The Supplementary Conditions identify those i•eports and drawings
lcnown to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limzted Reliaf�ce by Contf�actoi• on Technzcal Data Authorized: Contractor inay 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 Supplementaty
Conditions. Contractor may not make any Contract Clailn against City, or any of their officers,
directors, meinbers, partners, einployees, agents, consultants, or subcontractors with respect to:
1. the coinpleteness 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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constiuction 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, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environinental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Speciiications or identified
in the Conhact Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environinental Condition created with any materials brought to the Site by
Contractor, Subcontractois, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contraetor is responsible creates a Haza1•dous Environmental Condition, Contractor shall
uninediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and proinptly thereafter confirin such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Conti•actor shall not be required to resuine Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resuinption of Work; or (ii) specifying any special conditions
under which such Worlc may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a
reasonable belief it is unsafe, or does not agree to resume such Worlc under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted fi•om the Worlc. City inay have such deleted portion of the Worlc
performed by City's own forces or otheis.
G. To tJ�e fitllest extent pe��mitted by Laws a»d Regz�latiorrs, Co»t��actor shall i»demnify and hold
ha��i�2less City, fi•oi�Z af�d agais�st all. clai»as, costs, losses, aT�d damages (ii�clZiding bzit »ot din�ited
to all fees a»d charges of ef�gii�eers, ar°chztects, attor»eys, and othe�� p��ofessio»als and al1 cou�°t
oi• arbit�°atio» o�- othe�° dispzite ��esolz�tioT� costs) a��isi»g ozit of o�° relati�g to a HazardoZ�s
Er�vi��o»»�ental Co��ditioia c��eated by Cont��actor o�� by anyoi�e fof° whof�� Cof�tracto�• is
��espo��sible. Nothing ii� this Pa��agrapl� 4.06.G shall obligate Cont��acto�� to ii�denn�� a��y
i»dividZial o�� ei�taty fi°om as�d agai»st tl�e co»seqziences of tl�at i»dividzial's or ej�tit��'s owr�
rtegligef�ce.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5— BONDS AND INSURANCE
5.01 Licef�sed SZrreties and b�szn�ers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained fi�om surety or insurance companies that are duly licensed or authoi•ized
in the State of Texas to issue bonds or insurance policies for the liinits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Pe� formance, Payment, af�d Maintenaf�ce Bonds
A. Contractor shall fiunish 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
Conh•act Documents.
B. Contractor shall furnish inaintenance 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 reinain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shali be in the form prescribed by the Conti•act 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 Certiiicates 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. Departinent 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 notiiication, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Ce��tificates of InsZ�rance
Contractor shall deliver to City, with copies to each additional insured and loss payee identiiied in
the Supplementary Conditions, certifcates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to pui•chase and maintain.
l. The certificate of insurance shall document the City, and all identified entities nained in the
Supplementaiy Conditions as "Additional Insured" on all liability policies.
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2. The Cont�•actor'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 certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entuety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for worlcers' compensation, all insurers inust have a minunum 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 favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to den�and such certificates or othet• evidence of full compliance with the
insurance requireinents or faihire of the City to identify a deiiciency from evidence that is
pr•ovided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow fo�711 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 prioi• 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 r•etroactive date. The insurance coverage shall
be maintained for the dnration of the Contract and for tlu�ee (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorseinents, which, neither nullify or ainend, the
required lines of coverage, nor decrease the liinits of said coverage unless such endoiseinents
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stocicholdeis' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or rislc
retention groups, must also be approved by City.
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, reseives the right to review the insurance requii•ements and to
inake 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
incoiporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
rnodifications 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 Cont��actor's Irrsurance
A. Woj�Izers Compensatiof� and Employei�s' Liabilit��. Contractor shall purchase and maintain such
insurance coverage with liinits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will pz•ovide
protection fi•om claims set forth below which may arise out of or result from Contractor's
perforinance of the Worlc and Contractor's other obligations under the Contract Docurnents,
whether it is to be perforrned by Contractor, any Subcontractor or Supplier, or by anyone directly
or indit•ectly employed by any of them to perfonn any of the Work, or by anyone for whose acts
any of them may be liable:
l. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claiins for dainages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Comi��e�°cial Gei�eral Liabilit��. Coverage shall include but not be liinited to covei•ing liability
(bodily injury or property damage) arising from: premises/opei•ations, independent contractors,
products/completed operations, personal injuiy, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as priinary insuz•ance with respect to any other
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insurance or self-insurance prograins afforded to the City. The Conunercial Genei•al 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 exchisions in writing.
For const�-uction projects that present a substantial coinpleted operation exposure, the City inay
require the contractor to maintain coinpleted operations coverage for a miniinuin of no less than
three (3) yeais following the completion of the project (if identiiied in the Supplementary
Conditions).
C. Az�toi��obile Lrabilit��. A coininercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indernnity for claiins for damages
because bodily injury or death of any person and or property dainage arising out of the worlc,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Worlc, or by anyone
for whose acts any of them inay be liable.
D. Raib�oad Pi�otective Liability. If any of the worlc or any warranty work is within the limits of
rail�oad right-of-way, the Contractor shall comply with the requirements identiiied in the
Supplementary Conditions.
E. Not f catioi� of Policy Ca»cellatioi�: Contractor shall inunediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop worlc until replacement insurance has
been procured. There shall be no tiine credit for days not worlced pursuant to this section.
5.05 Acceptas�ce of Boi�ds a��d I»sZn�ai�ce; Optiof� to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Conh�actor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Conhactor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City inay
reasonably request. If Contractor does not purchase or ulaintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Cont�actor in writing of such faihue
prior to the start of the Worlc, or of such failure to inaintain prior to any change in the requued
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervisioi� af�d Sz�pe�°ii�te»de»ce
A. Contractor shall supeivise, inspect, and direct the Work coinpetently and efficiently, devoting
such attention thereto and applying such slcilis and expertise as may be necessary to perform the
Worlc in accordance with the Contract Docuinents. Contractor shall be solely responsible for the
ineans, inethods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a coinpetent, English-
spealcing, Superintendent who shali not be replaced without written notice to City. The
Supei•intendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. A11 corrununication given to or received froin the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours priar to moving areas during the sequence of
construction.
6.02 Labof ; Wo��king Houf�s
A. Contractor shall provide coinpetent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Woric 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 perforin 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 inade by noon of the preceding Thursday
3, for legal holidays r•equest must be made by noon two Business Days prior to the legal
holiday.
6.03 Sei�vices, Materials, and Eqziipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all seivices, materials, equipment, labor, transportation, construction equipment
and machineiy, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
teinporary facilities, and all other facilities and incidentals necessary for the perforinance,
, Contractor required testing, start-up, and cornpletion of the Worlc.
B. All matei•ials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Conh•act Doculnents. All
special warr•anties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactoiy evidence (including reports of
reqilired tests) as to the source, kind, and quality of materials and equipment.
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C. All materials aiid equipinent to be incorporated into the Work shall be stored, applied, installed,
comiected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicabie Supplier, except as otherwise may be provided in the Contract Documents.
D. All iteins of standard equipment to be incorporated into the Worlc shall be the latest model at the
time of bid, tulless otherwise specified.
6.0�4 Project Schedirle
A. Contractor shall adhere to the Project Schedule estabiished in accordance with Paragraph 2.07
and the Generai Requirements as it inay be adjusted from time to time as pr•ovided below.
1. Contractor shall subinit 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 adjustinents will coinply with any provisions of the
General Requireinents applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Cont�act in accordance with the schedule speci�cation Ol 32 16.
3. Proposed adjustments in the Project Schedule that will change the Cont��act Tiine shall be
submitted in accordance with the r•equirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitz�tes ai�d "O��-Equals "
A. Whenever an itein of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary itein or the naine of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no lilce, equivalent,
or "or-equal" item or no substitution is peri�itted, other items of inaterial or equipment of other
Supplie�•s may be submitted to City for review under the circuu7stances described below.
1. "O��-Eqiral " Ite»�s: If in City's sole disci•etion an itein of material or equipinent proposed by
Contractor is functionally equal to that named and suf�iciently similar so that no change in
related Worlc will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discr•etion, be
accoinplished withoirt compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of
material or equipinent will be considered fi�nctionally equal to an itein so named if:
a. the City deterinines that:
1) it is at least equal in inaterials of constiuction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably pei•fortn at least equally well the fiinction and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive seivice; and
b. Contractor certifies that, if approved and incorporated into the Worlc:
1) there will be no increase in cost to the City or increase in Cont:act Time; and
2) it will confonn substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substit�te Items:
a. If in City's sole discretion an item of material or equiprnent proposed by Contractor does
not qualify as an "or-equal" itein under Paragraph 6.OS.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shali subinit sufficient information as provided below to allow City to
determine if the item of material or equipinent proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seelcs to furnish or use. The application shall
cornply 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 far 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 Worlc will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Worlc is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substihite item fi�om that specified;
b) available engineering, sales, maintenance, repair, and replacement seivices; and
4) shall contain an iteinized 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. Szibstitz�te Co»st��uction Methods or Procedzii•es: If a specific means, method, technique,
sequence, or procedure of consh�uction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall subnut sufiicient inforination to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall malce written application to City for
review in the same inanner as those provided in Paragraph 6.OS.A.2.
C. Cit��'s Evaliiatio��: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require
Contractor to furnish additional data about the proposed substinite. 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 wili advise Contractor in writing of its determination.
D. Special Gziai�ai�tee: City may require Contractor to fizrnish at Contractor's expense a special
perforinance guai•antee, warranty, or other surety with respect to any substitute. Coj�tracto�� sl�all
ir�dei��i��� ai�d lzold hari��less Cit�� a»d a��yo»e di�°ectly o�• andi��ectly einployed by tl�em fr°on� a»d
against any and all clai»2s, dan�ages, losses ai�d e�pe»ses (ii�clzrdii�g atto��neys fees) ar°ising oz�t
of the Zrse of sZ�bstztzrted n�aterials or eqzrzpmei�t.
E. Cit��'s Cost Reimbzn•semef�t: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or subinitted by Contractoi•, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for ii7al<ing changes in the Contt•act Docuinents (or in the
provisions of any other direct contract with City) resulting fi•om the acceptance of each proposed
substitute.
F. Co»tractor's ExpeJ�se: Contractor shall provide all data in support of any pr•oposed substitute or
"or-equal" at Cont�•actor's expense.
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G. Czt}� Sz�bstitz�te Reimbz�rsement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incoiporated to the Contract by Change Order.
H. Tinae Extensioj�s: No additional time will be gi•anted for substitutions.
6.06 Cof�ce��ning Subcontractors, Suppliej s, ai�d Othef s
A. Contractor shall perfoi7n with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may- froin time to tiine require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requireinents in the Supplementary
Conditions.
D. Minoi�ity B�siness Enterprise Compliance: It is City policy to ensure the full and equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required
to comply with the intent of the City's MBE Ordinance (as amended) by the following:
l. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor will not inake additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any boolcs,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE. Material misrepresentation of any nature will be grounds for
termination of the Contract in accordance with Paragraph 15.02.A. Any such
inisrepresentation inay be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than thi•ee years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractars,
Suppiiers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Docuinents:
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1. shail create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payinent of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities perforining or furnishing any of the
Worlc under a direct or indirect contract with Cont�•actor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Worlc shali cominunicate with City tlu�ough Contractor.
H. All Work perfoi7ned for Contractor by a SLibcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Dz�t�� to pay P��evadling Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Pe»ad�j� for Violatioi�. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worlcer employed for each
calendar day or part of the day that the worlcer is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Co»�plai»ts of Violatio»s a��d Ci�j� Dete���ni»ation of Good Caz�se. On receipt of inforination,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Govermnent Code, by a Contractor or Subcontractor, the City shall inalce an initial
deteimination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worlcer of its initial deterinination. Upon the City's
determination that there is good cause to believe the Contractor or Siibcontractor has violated
Chapter 2258, the City shall retain the full ainounts claiined by the claiinant or claiinants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted froin successive progress payinents pending a final determination of the
violation.
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D. Ai�bitratioi� Reqi�i��ed f Violatio�� Not Resoh�ed. An issue relating to an alleged violation of
Section 2258.023, Texas Govermnent 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 Conti•actor oz• Subcontractar and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City inakes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitratar before the 11th day after the date that
arbitration is required, a district court shall appoint an arbit�•ator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years foilowing 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 Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shali pertain to this inspection.
F. P�rogf�ess PayfneJ�ts. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Governinent Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontracto�� Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
perfoimance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payinent 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 infoi-�nation does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to othels.
B. To the fi�llest extent pe��mitted by Laws a»c� Regulations, Cont��acto�• sl�all if�den�nify and hodd
har�mless City, fi�om and agaiJ�st all claims, costs, losses, af�d damages (i»clitding bZ�t not limited
to all fees and charges of e»gi»eers, architects, attor�eys, a»d othe�• professio»als af�d all cozrrt
or arbitration or� other dispzrte resolzition costs) arising ozit of oj� relating to any infi°ingement of
patent rights or copyrights incident to the irse irr the pe�formance of the Wo�°li o�� res�ltif�g from
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1j12 lJ?C01�701"QZIO11 l7? r%?2 WO]"%Z Of L71?�}� 77?V87111071, C�2Slg7?, �7Y'OC2SS, �JYOC%2/C% O7" C%2V1C2 790Z S�J2C f 2C�
irr the Co��tract Doctn�aents.
6.09 Pern�its a»d Utilities
A. Contracto�� obtained pe�•mzts a��d licenses. Contractor shall obtain and pay for all constiuction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Docuinents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Worlc which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all chaiges of utility owners for connections for providing perinanent seivice to the
Work.
B. Cit�� obZaii�ed pei°�nits ar�d dicenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementaiy Conditions or Contract Documents. It will be the Contractor's
responsibility to cariy out the provisions of the perinit. If the Conhactor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulator•y agency. The City will not reimbui•se
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Coirunission on Environmental Quality Permits
4. Railroad Company Permits
C. Oaitstarrdii�g pe��mits and licerrses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding perinits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplelnentaiy Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regirlatiorts
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the perfoi7nance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Worlc lcnowing or having reason to lcnow that it is contraiy to Laws or
Regulations, Contractor shall bear all claiins, costs, losses, and dainages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or 2rbiti•ation or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accoi•dance 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 tiine of perfoi7nance of the Worlc rnay be the subject of an adjustrnent in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
perforinance of this contract by issuing to his supplier an exeinption 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 a»d Othei� Areas
A. Lifnitation orr Use of Site and Other Af�eas:
1. Contractor shall confine construction equipment, the storage of materials and equipinent, and
the operations of workei•s to the Site and other areas perrnitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipinent or
other materials or equipinent. Contractor shall assume fizll responsibility foi• any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting fi•om the performance of the Worlc.
2. At any time when, in the judgment of the City, the Contractor has obstructed oi• closed or is
car7•ying on operations in a portion of a street, right-of-way, or easeinent greater than is
necessary for proper execution of the Work, the City inay require the Contractor to finish the
section on which operations are in progress before worlc is coinmenced 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 Ciaim.
4. Pzn�szrar�t to Paragrapl� 6.21, Coi�t��acto�� sl�all ii�de»n��� a�d J�odd harmless Cit��, fi�oin a»d
agaiT�st all claims, cosZs, losses, a�d da»zages a��iszi�g oZit of o�• �°elati»g to any claim o�°
actioi�, Iegal o�� eqz�itable, bl°oz�ght by ar�y sZich oi�>>�e�� o�� occarpaf�t agaii�st Cit��.
B. Removal of Debris Dzn�ii�g Pe�fo��ma»ce of tl�e Wo��le: During the progress of the Worlc
Contractor shall lceep the Site and other areas fi•ee fi�oin accuinulations of waste inaterials,
rubbisl�, and other debris. Reinoval and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Szte Mai��te�aai�ce CleaniT�g: 24 houis after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
fails to correct the unsatisfactozy procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter� or electronic coimnunication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the inonies due or to become due to the Contractor.
D. Fi»al Site Cleaning: Prior to Final Acceptance of the Work Contractor shall elean the Site and
the Worlc and malce it ready for utilization by City or adjaeent property owner. At the completion
of the Work Contractor shall remove fi�oin the Site all tools, appliances, construction equipinent
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loadi»g St�?uctzn�es: Contractor shall not load nor permit any part of any stntctlire to be loaded
in any manner that will endanger the structure, nor shall Contractor subjeet any part of the Worlc
or adjacent property to stresses or pressures that will endanger it.
6.13 Reco��d Doctn�7e��ts
A. Contractoi� shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Worlc, these record docuinents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and iinbedded iteins.
6.14 Safet�� cri�d Protection
A. Cont�•actor shall be solely responsible for initiating, inaintaining and supeivising all safety
precautions and programs in connection with the Worlc. Such responsibility does not relieve
Subcontracto�s of their responsibility for the safety of persons or pi•operty in the performance of
their worlc, nor for compliance with applieable 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 datnage, injury or loss to:
1. all persons on the Site or who may be affected by the Worlc;
2. all the Work and materials and equipznent to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shiubs, lawns, walks,
paveinents, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of constiuction.
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. Contl-actor shall comply with the applicable requirements oi 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 refened 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 thein inay be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Repi�esentative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Haza��d CommZrnication P��ogf�af77s
Contractor shall be responsible for coordinating any exchange of material safety data sheets oi• other
hazard coinmunication information required to be inade available to or exchanged between oi• among
'' einployers in accordance with Laws or Regulations.
6.17 Emergencies a�d/or Rectification
A. In emergencies affecting the safety or protection of persons or the Worlc or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variatioiis 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 Docuinents is
required because of the action talcen by Contractor in response to such an emergency, a Change
Order inay be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requireinents of the Contract Documents,
the City shall give the Contractor written notice that such worlc or changes ai•e to be perforined.
The written notice shall direct attention to the discrepant condition and request the Contractor to
talce remedial action to coi7•ect the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City inay talce such reinedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 S�bmittals
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 inay require.
1. Subinit nuinber 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, materiais, and siinilai• data to show City the
seivices, inaterials, and equipment Contractor pi•oposes 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 conforinity with the Contract
Documents unless otherwise required by City.
4. When Submittals are subinitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor fi•oin requirements shown on the Drawings and
Specifications.
5. For-Inforination-Only subinittals upon which the City is not expected to conduct review or
talce responsive action may be so id.entified in the Contract Documents.
6. Subinit required number of Sainples specified in the Specifications.
7. Clearly identiiy each Sainple as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City i�1ay require to enable City to review the
submittal for the limited puiposes requu•ed by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Woric performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Subinittals acceptable to City. City's review and acceptance will be only to detei�nine if the
iteins covered by the submittals will, after installation or incoiporation in the Work, confoim
to the information given in the Contract Docurnents and be compatible with the design
concept of the cornpleted 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 const�uction 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 Contractar frorn responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section Ol 33 00 and Ciry has given written acceptance of each
such variation by specific wi•itten notation thereof incoiporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Contzrruing tl�e Wor�Ic
Except as otherwise provided, Contractor shall carry on the Worlc and adhere to the Project Schedule.
during all disputes or disagreeinents with City. No Work shall be delayed ar postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contracto��'s Gene��al Wai^rant�� and GZraf°antee
A. Contractor wai7•ants and guarantees to City that all Worlc will be in accordance with the Contract
Documents and will not be defective. City and its ofiicers, dii•ectors, inembers, partners,
employees, agents, consultants, and subcontractors shali be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Conh•actor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, inodification, or improper inaintenance or operation by persons other than Contractor,
Subconhactois, Suppliers, or any other individual or entity for whom Cont�•actor is
responsible; or
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2, normal wear and tear under normal usage.
C. Contractor's obligation to perform and coinplete the Worlc in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perforin
the Worlc in accordance with the Contract Docuinents:
1. observations by City;
2. reconunendation or payment by City of any progress or �nal payment;
the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Worlc or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Worlc by City.
D. The Contractor shall remedy any defects or dainages in the Work and pay for any damage to
other work or property resulting therefi•oin which shall appear within a period of two (2) yeat•s
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 requireinents of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFI'ECTIVE 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 covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its of�cers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the 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 EF�'ECTIVE 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 ofP��ofessiof�al Desigrr Se��vices
A. Contractor will not be required to provide professional design seivices unless such seivices are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to cai-��y out Contractor's responsibilities for constiuction means, inethods,
techniques, sequences and procedures.
B. If professional design seivices or certifications by a design professional related to systems,
materials or equiprnent are speciiically required of Contractor by the Contract Docuinents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on ali 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 seivices,
certifications or approvals perfonned by such design professionals, provided City has specified
to Contractor performance and design criteria that such seivices must satisfy.
D. Pursuant to this Paragraph 6.22, City's r�view 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 Riglat to Aa�dit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate 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 further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving ti•ansactions to
the subcontract, and further, that City shall have access during Regular Worlcing Hours to all
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Subconh�actor facilities, and shall be provided adequate and appropriate woric space in order to
conduct audits in compliance with the provisions of tlus Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractoi• agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 No»disc��imination
A. The City is responsible for operating Public Transportation Programs and iu�piementing transit-
related projects, which are funded in part with Federal fnancial assistance awai•ded by the U.S.
Departinent of Transportation and the Federal Transit Administration (FTA), without
discriminating against any peison in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as an�e»ded: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Related Woriz at Site
A. City may perform other worlc related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other worlc performed by
utility owneis. If such other worlc is not noted in the Contract Docuuzents, then written notice
thereof will be given to Contractor prior to starting any such other worlc, and
B. Cont�•actor shall afford each other cont��actor who is a party to such a direct conti•act, 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 inaterials and equipment and the execution of such other work, and
properly coordinate the Worlc with theirs. Contractor shall do all cutting, fitting, and patching of
the Worlc that may be required to properly connect or othei�vvise inake its several parts coine
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' worlc with the written consent of City and the others whose
woric will be affected.
C. If the proper execution or results of any part of Contractor's Worlc depeuds upon work performed
by others under this Articie 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other worlc that render it unavailable
or unsuitable for the proper execution and results of Contracto�'s Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
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' 7.02 Coo��di»atiof�
A. If City intends to conti•act with others for the performance of other work on the Project at the
Site, the following will be set forth in Suppleinenta�y Conditions:
l. the individual or entity who will have authority and responsibility for coordination of the
activities among the various cont�•actors will be identiiied;
2. the specific matters to be covered by such authority and responsibility will be iteinized; and
3, the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Con�municatio»s to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all cotninunications
to Contractor.
8.02 Fzn�nisl� Data
City shail timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Articie 14.
8.04 Laf�ds and Easements; Repo��ts ai�d Tests
City's duties with respect to providing lands and easeinents 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 I�7spectiof�s, Tests, and Appj°ovals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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g.�% L719111C717011S OI? Clly �S ReS�70T1S1b1%Z112S
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's ineans, inethods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Worlc. City will not be responsible for
Contractor's failure to perforin the Worlc in accordance with the Contract Docuinents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 U�disclosed HazardoZrs Envi��onme��tal Condilio»
City's responsibility with respect to an undisclosed Hazai•dous Enviromnental Condition is set forth
in Paragraph 4.06.
8.09 Compliance u�itl� Safety Progra»7
While at the Site, City's einployees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 Cit��'s Project Represei�tative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during constiuction are
set forth in the Contract Docuinents. The Project Representative(s) will be as provided in the
Suppleinentary Conditions.
9.02 Viszts to Site
A. City's Project Representative will malce visits to the Site at inteivals appropriate to the various
stages of construction as City deeins necessary in order to obseive the progress that has been
made and the quality of the various aspects of Contractor's executed Worlc. Based on
information obtained during such visits and obseivations, City's Project Representative will
determine, in general, if the Worlc is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to malce exhaustive or continuous inspections
on the Site to checic the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Docuinents.
B. City's Project Representative's visits and obseivations are subject to all the liinitations on
authoi-ity and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Azitho�•ized T�ar�iatiof�s ij� Wor�Iz
City's Project Representative inay authorize minor variations in the Work fi•oin the requirements of
the Contract Documents which do not involve an adjustinent in the Contract Price or the Contract
Tiine and are compatible with the design concept of the carnpleted 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 perforin the Worlc involved proinptly.
9.04 Rejectif�g Defective Wo��Iz
City wili have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Determznatiof�s for Work Pe� formed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or inore accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptabilit�� of Woriz
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 refei7•ed will be final and binding on the Contractor, subject
to the pi•ovisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 A�thoi•ized Charrges in the Wor1c
A. Without invalidating the Contract and without notice to any surety, City inay, at any tiine or fi•om
time to time, order Extra Work. Upon notice of such Extra Wark, Contractor shall promptly
proceed with the Work involved which will be perforined 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 Ui�airtl�orized Cha»ges ii� the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Tiine with respect to any worlc performed that is not required by the Contract Docuinents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
einergency as provided in Paragraph 6.17.
10.03 ExecZ�tio�� of Chai�ge Orde� s
A. City and Contractor shall execute appropriate Change Orders covering:
changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Worlc under Paragraph 13.08 oi• City's correction
of defective Worlc under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or ainount of time for Worlc actually perforrned.
10.04 Exti�a Wo��k
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 perfor•mance, the Contractor shall proceed with the worlc
after malcing written request for written orders and shall lceep accurate account of the actual
reasonable cost thereof. Contract Claims t•egarding Extra Worlc shall be made pursuant to
Paragraph 10.06.
B. The Cont�•actor shall furnish the City such installation records of all deviations froin 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 coinpensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and finai pa}nnent for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are lcnown, unlcnown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any othei• effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notifrcatioi� to Szn�et��
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Worlc or the provisions of the Contract Documents (including, but not limited
to, Conn•act Price or Cont�•act Tiine), the giving of any such notice will be Cont�actor's
responsibility. The ainount of each applicable bond will be adjusted by the Conh•actor to reflect the
effect of any such change.
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10.06 Cot�tract Clai»�s P��ocess
A. Cit��'s Decisio» Reqz�ired: All Conh•act Clailns, 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 Contractoi• of any rights or reinedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Ciaims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
, Contractor to City no later than 15 days after the start of the event giving rise thereto. The
- responsibility to substantiate a Contract Claim shall rest with the party malcing the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractoi• to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustinent 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 subinit any response to the Contractor within 30 days after receipt of the
claiinant's last subinittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, talce one of the following actions in writing:�
1. deny the Contract Claiin in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claiin if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final aild binding, unless City or
Contractor involce the dispute resolutiou procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRIC� WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Worlc
A. Costs b�clzided: The term Cost of the Worlc means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Contt•actor in the proper perforinance of the
Worlc. When the value of any Worlc covered by a Change Order, the costs to be reimbursed to
Contractor wiil be only those additional or incremental costs required because of tlie change in
tlle Work. Such costs shall not include any of the costs iteinized in Paragraph 11.O1.B, and shall
include but not be liinited to the following items:
l. Payroll costs for employees in the direct employ of Contractor in the performance of the
Worlc luider schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Worlc. Payroll costs for einployees not employed full tiine on the
Worlc shall be apportioned on the basis of theu time spent on the Work. Payroil costs shall
include;
a. salaries with a 55% inarkup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retireinent benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of perforining �Vork outside of Regular Working Hours, Weelcend
Worlcing Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Worlc, inciuding costs
of transportation and storage thereof, and Suppliers' field seivices required in connection
therewith.
3. Rentals of all constr•uction equipment and inachinery, and the parts thereof whether rented
fi�om Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, asseinbly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreeinents. The rental of any
such equipmeilt, machinery, or parts shall cease when the use thereof is no longer necessaiy
for the Work.
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4. Payinents made by Contractor to Subcontractors for Work perforined by Subconti•actors. If
required by City, Contractor shall obtain competitive bids fi•om subconh•actors acceptable to
City and Contractor and shall deliver such bids to City, who will then deterinine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontt•act�r's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Wark 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 necessaiy transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
' machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the woi•kers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consuiner, use, and other• similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as iinposed 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 thetn may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
coinpensated 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 einployed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitaiy facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
corrununication seivices at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for a11 bonds and insurance Contractor is required by the Contract
Docuinents to purchase and maintain.
B. Costs Excdirded: The term Cost of the Worlc shall not include any of the following items:
1. Pa}n�oll costs and other compensation of Contractor's of�cers, executives, principals (of
partnerships and sole proprietorships), general inanagers, safety inanagers, 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 Cont�•actor's principal or branch office for general administration of the Worlc and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payinents.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
einployed by any of them or for whose acts any of them may be liable, including but not
liinited to, the correction of defective Worlc, disposal of materials or equipment wrongly
supplied, and malcing good any damage to property.
5. Other overhead or general expense costs of any lcind.
C. Contracto��'s Fee: When all the Worlc is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Worlc covered by a
Change Order for an adjustment in Contract Price is detei7nined on the basis of Cost of the
Worlc, Contractor's fee shall be detei7nined as set forth in Paiagraph 12.O1.C.
D. Docau��e��tatio»: Whenever the Cost of the Worlc for any purpose is to be deteru�ined pursuant to
Paragraphs ll.O1.A and 11.O1.B, Cont�actor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an iteinized cost brealcdown together with supporting data.
11.02 Allowances
A. Spec f ed Allowa»ce: It is understood that Contractor has inchided in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. P��e-bid Allotivai7ces:
1. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment reqLiired
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,
proiit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no delnand for additional payment on account of any of the
foregoing wili be valid.
C. Contingef�cy Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Pf•ice Wo�•Iz
A. Where the Contract Documents provide that all or part of the Worlc is to be Unit Price Worlc,
initially the Contract Price will be deemed to include for all Unit Price Worlc an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work tiines the
estimated quantity of each item as indicated in the Agreeinent.
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. Detenninations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be inade 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 itein. 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 iterns shall be considered incidental to unit price
work listed and the cost of incidental work inciuded as pai�t of the unit price.
D. City may make an adjustinent in the Contract Price in accordance with Paragraph 12.01 i£
l. the quantity of any itein of Unit Price Worlc perforined by Contractor differs materially and
significantly fi�om the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or� Decreased Qz�antities: The City reseives the right to order Extra Work in
accordance with Paragraph 10.01.
If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of worlc, the
Contract will be amended by a Change Order.
3. If no unit pr•ices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Ai•ticle 12.
4. A significant change in the chai•acter of woi•1< occuis when:
a. the character of work for any Item as altered differs materially in kind or nature fioin that
in the Contract or
b, a Major Itein of worlc varies by more than 25% fi�om the original Conh•act quantity.
When the quantity of worlc to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract inay
request an adjustinent to the unit price on the portion of the worlc that is above 125%.
6. When the quantity of worlc to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 PIaT�s QZ�aiztity MeasZn°ement
A. Plans quantities may or may not represent the exact quantity of worlc perfoi•med or material
moved, handled, or placed during the execution of the Contract. The estiinated bid quantities are
designated as �inal payinent quantities, unless revised by the governing Section or this Article.
B. If the quantity ineasured as outlined under "Price and Payinent Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) fi•om the total
estimated quantity for an individual Itein originaliy shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment puiposes. The
party to the Contract requesting the adjustment will provide field ineasureinents and calculations
showing the final quantity for which payinent 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 a�•e revised by a change in design approved by tl�e 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 inultiplied by the unit price bid for an individual Item is less than
$250 and the Itein is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Cont�•actor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract P��ice
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Ordei• will be determined as follows:
l. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the tiine 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 luinp sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Worlc (deteimined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (detennined as provided in Paragraph 12.01.C).
C. C019t7�actor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the var•ious
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.O1.A.3, the
Contractor's additionai fee shali be 15 percent except for:
1) rental fees for Contractor's own equipment using standar•d rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.O1.A.4 and ll.01.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or• inore 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 ll.01.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 cuinulative total of fees paid be
in excess of 25%;
no fee shall be payable on the basis of costs itemized under Pai•agraphs 11.O1.A.6, and
11.O1.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Co�t�•act Tzn�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 Worlc ar for claimed delay unless
the Extra Work contemplated or claulled delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or coinpletion of any part of the
Worlc within the Contract Time due to delay beyond the control of Contractor, the Contract Time
inay be extended in an alnount equal to the tiine lost due to such delay if a Contract Claiin is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other worlc as
contemplated by Article 7, fires, floods, epidelnics, abnoi7nal 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
dainages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustinent 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 deeined to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMO�AL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Wo�°Ic
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Worlc at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and prograrns so that they may comply therewith as applicable.
13.03 Tests and b7spections
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 Worlc (or part thereo� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection ar approval; excepting, howevei•, those fees specifically identified in the
Supplementaty Conditions ar• any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of inaterials, mix designs, or equipment
subinitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
, D. City may ai7•ange for the services of an independent testing laboratory ("Testing Lab") to
' perform any inspections or tests ("Testing") for any pai�t of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or othei•
siinilar negative result, the Contractor shaii be responsible for paying for any and all retests.
Cont�•actor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Worlc (or the worlc of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for obseivation.
F. Uncovering Work as provided in Paz�agraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to inalce a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncove��ing Wo�°Ic
A. If any Work is covered contrary to the Contract Docuinents or specific insnuctions by the City, it
must, if requested by City, be uncovered for City's obseivation and replaced at Contractor's
expense.
B. If City considers it necessaiy or advisable that covered Work be obseived by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise lnake available
for obseivation, inspection, or testing as City may require, that portion of the Worlc in question,
furnishing all necessary labar•, material, and equipment.
L If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and dainages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, obseivation, inspection, and testing, and of
satisfactory replacement or reconstnlction (including but not limited to all costs of repair or
replaceinent of worlc of oihers); or City shall be entitled to accept defective Worlc in
accordance with Paragraph 13.08 in which case Contractor shall still be res�onsible for all
costs associated with exposing, observing, and testing the defective Woric.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attribLitable to
such uncovei•ing, exposure, obseivation, inspection, testing, replacement, and reconstiuction.
13.05 City May Stop the Wo��lz
If the Worlc is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or eqLiipment, or fails to perform the Worlc in such a way that the completed Worlc will conform to
the Cont�•act Documents, City may order Contractor to stop the Worlc, or any portion thereof, Lmtil
the cause for such order has been eliminated; however, this right of City to stop the Worlc shail not
give rise to any duty on the part of City to exercise this right for the bene�t of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or einployee or agent of
any of them.
13.06 Co�•�°ectioj� o�� Removal of Defective Woriz
A. Promptly after receipt of written notice, Contractor shall col7ect all defective Worlc pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, reinove it from the Project and replace it with Work that is not defective.
Contractor shall pay ail claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractoi• shall take no action that would void ar• otherwise impair City's special wananty and
guarantee, if any, on said Worlc.
13.07 Correctiof� Pe�•iod
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the tei7ns 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 pez-mitted 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:
l. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and -
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefroin.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or i•epaired or inay have the rejected Woi•k removed and replaced. All claiins,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such reinoval and replacement (including
but not limited to all costs of repair ar• replacement of work of others) will be paid by Contractor.
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C. In special circu111stances where a particular item of equipinent is placed in continuous seivice
before Final Acceptance of all the Work, the correction period for that item may start to iun fi•om
an earlier date if so provided in the Contract Documents.
D. Where defective Worlc (and dainage to othei• Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requireillent 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
wa�7�anty. The provisions of this Paragraph 13.07 shall not be construed as a substit�lte for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptai�ce ofDefectzve Woriz
If, instead of requiring correction or removal and replacement of defective Worlc, City prefers to
accept it, City may do so. Contractor shall pay all claiins, costs, losses, and damages (including but
not liinited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept sucl� defective Worlc and for the diininished value of the Worlc to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Worlc,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the duninished
value of Worlc so accepted.
13.09 Cit�� May Correct Defective Wo��Iz
A. If Contractor fails within a reasonable tune after written notice froin City to correct defective
Worlc, or to remove and replace rejected Worlc as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Docuinents,
or if Contractor fails to coinply with any other provision of the Contract Docuinents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and reinedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor froin all or part of the Site, talce possession of all or part of the Worlc and suspend
Contractor's seivices related thereto, and incorporate in the Work all materials and equipment
incoiporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (inchiding but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all cotu•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 Docuinents 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 reiYiedies under this
Paragraph 13.09.
�RTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedz�le of Valzies
The Schedule of Values for luinp sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a fonn of Application for Payment
acceptable to City. Progress payments on account of Unit Price Worlc will be based on the number of
units completed.
14.02 Progress Payments
A. Applications fo�° Paym�ents:
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 Requireinents for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting docuinentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipinent 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
Woric have been applied on account to discharge Contractor's legitiinate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payinents will be as stipulated in the
Contract Documents.
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B. Revie�v ofApplicatio»s:
1. City will, after receipt of each Appiication for Payinent, either indicate in writing a
recommendation of payment or return the Application to Conh•actor indicating reasons for
i•efiising payment. In the latter case, Contractor may malce the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Worlc, and on City's review of the Application for
Payinent and the accoinpanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. � the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Worlc as a functioning whole prior to ot• upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
deteri7lination of quantities and classifications for Worlc performed under Paragraph 9.05,
and any other qualificatious stated u1 the reconunendation).
3. Processing any such payinent will not thereby be deeined to have represented that:
a. inspections made to checic the quality or the quantity of the Worlc as it has been
performed have been exhaustive, extended to every aspect of the Worlc in progress, or
involved detailed inspections of the Worlc beyond the responsibilities specifcally
assigned to City in the Contract Docuinents; or
b. there inay not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to witl�llold payinent to Conhactor, or
c. Contractor has complied with Laws and Reglilations applicable to Contr•actor's
performance of the Worlc.
4. City may refuse to process the whole ar any part of any paynlent because of subsequently
discovei•ed evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Worlc has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in pr•evious applications for payinent;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Worlc or complete Worlc in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enuinerated in
Paragraph 15.02.A.
C. Retainage:
l. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the tiine of execution, retainage shall be five percent
(5%).
D. Lzqz�idated 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. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payfnent:
1. City may refuse to malce payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recoimnended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractoi• the ainount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Cont��actor's Waf�i•anty of Title
Contractor warrants and guarantees that title to all Worlc, inaterials, 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 payinent free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Cont��act Documents, or which
City, deterinines constitutes a separately functioning and usable part of the Worlc that can be
used by City for its intended puipose without significant interference with Contractor's
performance of the remainder of the Worlc. City at any time inay notify Contractor in writing to
permit City to use or occupy any such part of the Worlc which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time n7ay 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 enuinerated 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 Worlc to be substantially complete, City
will notify Contractor in writing giving the reasons tlierefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Fi»alI»spectioi�
A. Upon written 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 iimnediately talce such ineasures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of 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 Cont�•actor in writing of the reasons and Contract Time will
resume.
14.06 Fz»a1 Acceptaf�ce
Upon completion by Contractor to City's satisfaction, of any additional Worlc identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14.07 Fii�al Payf�aent
A. Applicatiof� foi• Paymey�t:
l. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Docutnents.
2. The iinal Application for Payrnent shall be accompanied (except as previously delivered) by:
a. all docuinentation called for in the Contract Documents, including but not liinited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payinent;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien i•ights arisirig 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 payinents made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The malcing of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed af�d Partial Retaif�age Release
A. If final coinpletion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor•'s final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Worlc fillly completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terins and conditions
governing final payment, except that it shall not constitute a waiver of Contract Clailns.
B. Partial RetaiJ�age Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and perfoi7nance periods following the completion of all other
constnzction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other worlc is completed as determined by the City. Before
the release, ail subizlittals and final quantities must be completed and accepted for all other worlc.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waive�� of Clain�s
The acceptance of final payment will constitute a release of the City from all clauns or liabilities
under the Contract for anything done or furnished or relating to the worlc under the Contract
Documents or auy act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 Czt�� May Si�spei�d Wo��lc
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which inay fix the date on which Worlc will be resuined. Contractor
shall resuine the Worlc on the date so fixed. During teinporary suspension of the Work covered
by these Conh�act Documents, for any reason, the City will malce no extra payment for stand-by
time of constiliction equipinent and/or constiuction crews.
B. Should the Contractor not be able to coinplete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Conhactor, and should it be determined by
inutual consent of the Cont�•actor and City that a solution to allow construction to proceed is not
a.vailable within a reasonable period of time, Contractor may request an extension in Conti•act
Time, directly ath•ibutable to any such suspension.
C. If it should becoine necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a inanner that they wili not obstiuct or iuipede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the worlc performed; he shall provide suitable drainage about the worlc, and ereet
temporary stnictures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipinent off the job and returning the
necessary equipment to the job when it is deterinined by the City that construction inay be
resuined. Such reullbursement shall be based on actual cost to the Contractor of inoving the
equipinent and no profit will be allowed. Reimburseinent may not be allowed if the equipment is
moved to another constiuction project for the City.
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15.02 City Nlay Terminate for Cairse
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
l. Contractor's persistent failure to perfonn the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workei•s or
suitable materials or equipinent, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materiais or worlananship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Co�tractor has made an unauthorized assigmnent of the
Contract or any funds due therefroin for the beneiit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to cai-�•y on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A, occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
If the City, the Conti•actor, and the Surety do not agree to allow the Contractor to proceed to
perfonn the constiuction Contract, the City may, to the extent pennitted by Laws and
Regulations, declare a Contractor default and foi�nally terininate the Contractor's right to
coinplete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Worlc.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not coininence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Sur•ety's performance of its
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obligations, then City, without process or action at law, may talce over any portion of the
Worlc and complete it as described below.
a. If City coiilpletes the Worlc, City may exclude Contractor and Surety fi�om the site and
talce possession of the Worlc, and all ivaterials and equipment incorporated into the Worlc
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Worlc as City inay deem expedient.
Whether City or Surety coinpletes the Work, Contractor shall not be entitled to receive any
further payment until the Worlc is �nished. If the unpaid balance of the Contract Price
exceeds all claiins, costs, losses and dainages sustained by City arising out of or resulting
fi•om coinpleting the Work, such excess will be paid to Cont�•actor. 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, officeis, directors or einployees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
coinpletion of the said Work, or any portion thereof, may be accomplished or for the pr•ice
paid therefor.
5. City, notwithstanding the inethod used in cornpleting the Contract, shall not forfeit the right
to recover damages fiom Contractor or Surety for Contractor's failure to timely coinplete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
Maintenance of the Worlc shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's seivices will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terininate to correct its failure to
perforin and proceeds diligently to cure such failure within no inore than 30 days of receipt of
said notice.
D. Where Contractor's seivices have been so tei7ninated by City, the terinination will not affect any
rights or remedies of City against Contractor then existing or which inay thereafter accrue. Any
retention or payment of moneys due Cont��actor by City will not release Contractor froin liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Pai•agraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WORTH
STANDARD CONSTRUCT70N SPGCIFICATiON DOCUMENTS
Revision: December21,2012
oo�zoo-i
GENERAL CONDITIONS
Page 60 of 63
15.03 City May Te��minate For Cof�vei�iertce
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any terrnination 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 tei7ninated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deeined 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 pi•oof in any
claim, demand or suit shall be required of the City regarding such discretionaiy action.
B. After receipt of a notice of teimination, 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. tenninate all orders and subcontracts to the extent that they relate to the performance of the
Work tei7ninated by notice of termination;
4. transfer title to the City and deliver in the inanner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Worlc in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the pei�formance 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 inay 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 inay acquire the rest.
C. At a time not latei• 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 tennination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: Ik�ce�nber 21, 2012
00 �2 00 - �
GENERAL CONDITIONS
Page 61 of 63
D. Not later than 15 days thereafter, tre City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the iteins or, if the items
are stored, within 45 days fi�om the date of submission of the list, and any necessary adjustments
to coi7•ect the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, tl�e Contractor shall subinit his terinination
claim to the City in the forin and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. coinpleted and acceptable Work executed in accordance with the Contract Dor,uinents prior
to the effective date of terinination, including fair and reasonable sums for overhead and profit on
such Worlc;
2. expenses sustained prior to the effective date of termination in performing seivices and
furnishing labor, materials, or equipinent as reqLiired by the Contract Docuinents in connection
with uncompleted Worlc, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to terinination.
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 terinination of the Worlc, the City shall determine, on the basis
of information available to it, the ainount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractor the amounts determined. Contractoi� shall not be paid
on accoitnt of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods a��d P��ocedzn�es
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
inediation shall be submitted to the other party to the Contract. Timely subinission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
coimnenced within 60 days of filing of the request.
C. If the Contract Claiui is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.O6.C.3 or 10.06.D shall become final and binding 30 days after
terininatioil of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: December2l, 2012
00 72 00 - 1
GENERAL CONDITIONS
Page 62 of fi3
1, elects in writing to invoke any other dispute resolution process provided for in the
Supplementaiy Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a inember of the firm or to an officer of the
corporation for whorn it is intended; or
2. delivered at or sent by registered or certiiied mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes inust be promptly inade 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 confir�nation of receipt by the receiving party.
17.02 Compzitation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
' exclude the first and include the last day of such period. If the last day of any such period falls on a
' Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cuinulative 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 liinitation of, any rights and remedies available to any or all of' theln which are otherwise unposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
, Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Revision: December21,2012
00 �z oo - �
GENERAL CONDITIONS
Page 63 of 63
17.04 Szn�vival of Obligatio»s
All representations, indemnifications, warranties, and guarantees inade in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will suivive final payinent, coinpletion, and acceptance of the Worlc or
tei7nination or compietion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: December2l, 2012
00 73 00 - 1
SUPPLEMENTARY CONDITIONS
Page 1 of4
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Suppleinentary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications.
SG4.OlA
Easement limits shown on flle Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.1., "Availability of Lands"
The following is a list of luiovsm outstanding right-of-way, and/or easements to be acquired, if any as of
June 19, 2014.
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
None
The Contractor �mderstands 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 witl� the differing easement line locations. �
SC-4.O1A.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIE[CATION DOCUMENTS
Revised April l, 2013
MED[CAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
00 73 00 - 2
SUPPLEivIENTARY CONDITIONS
P1ge 2 of4
Utilities or obstructions to be removed, adjusted, and/or relocated
Tl�e following is list of utilities aud/or obsh•uctions that have not been removed, adjusted, and/or relocated
as of June 19, 2014.
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADNSTMENT
None
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7
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The Conh�actor understands and agrees that tl�e dates listed above are estimates only, are not guaranteed,
avd do not bind the City.
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of exploratioils and tests of subslirface conditions at the site of the Work:
Pavement core summary received fi•om flie City for existing pavement descriptions at sampled locations.
A Geotechnical Engineering Investigation, Report No. 103-12-146, dated November 8, 2012, prepared by
CMJ Engineering, Inc., a sub-consultant of Kimley-Horn and Associates, Inc., a consultant of the City,
providing additional information on geotechnical conditions.
A Geotechnical Engineering Investigation, Report No. 103-13-163, dated August 22, 2013, prepared by
CMJ Engineering, Inc., a sub-consultant of Kimley-Horn and Associates, Inc., a consultant of the City,
providing additional information on geotechnical conditions.
The following are drawings of physical conditions in or relating to existing surface and subsurface
stiuctures (except Underground Facilities) wl�ich are at or contiguous to the site of the Work:
None
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous enviromnental conditions known to the City:
None
SC-5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including tl�eir respective
officers, directors, agents and employees.
(1) City
(2) Consultant: ICimley-Horu and Associates, Inc.
(3) Other: None
SC-5.04A., "Contractor's Insw�ance"
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
coverages for not less thau tl�e following amouilts or gi•eater where required by laws and regulations:
5.04A. Workers' Compensation, under Pai•agraph GC-5.04A.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8�{/ENDERLY
Revised Aprii I, 2013 Project No. 00247
007300-3
SUPPLEMENTARY CONDITIONS
P1ge3 of4
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Statutory liinits
Employer's liability
$100,000 each accident/occurrence
$100,000 Disease - each employee
$500,000 Disease - policy limit
SG5.04B., "Contractoi's Insurance"
5.04B. Conunercial General Liability, under Paragraph GG5.04B. Conri•actor's Liability Insurance
under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with
miniinum limits of:
$1,000,000 each occurrence
$2,000,000 aggregate limit
The policy must have an endarsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250,000 Bodily Injury per person /
$500,000 Bodily Injury per accident /
$100,000 Property Damage
SG5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
inaterial deliveries to cross railroad properties and tracks.
None
SG6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes:
2013 Prevailing Wage Rates (Heavy and Highway Construction Projects)
SC-6.09., "Permits and Utilities"
CITY OF EORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April l, 2013
MEDICAL DISTRICT
PART 9 — W OLEANDER/8"i/ENDERLY
Project No. 00247
00 �3 00 - a
SUPPLEMENTARY CONDITIONS
Page 4 of4
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SG6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by tl�e Coiltract to be acquired by the Contractor:
1. Street Use Permit — City TPW Department
SG6.09B. "City obtained permits and liceuses"
The following are laiown permits and/or licenses required by tlie Conh�act to be acquired by the City:
None
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of June 19,
2014.
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION
None
SC-7.02., "Coordination"
TARGET DATE
OF POSSESSION
The individuals or entities listed below have contracts with tl�e City for the performance of otl�er work at
the Site:
Vendor Scope of Worlc Coordination Autliority
None
SC-8.01, "Communications to Contracto�"
None
SC-9.01., "City's P►•oject Representative"
The following firm is a consultant to the City responsible for construction mauagement of this Project:
None
SC-13.03C., "Tests and Inspections"
None
SG16.OiC.1, "Methods and Procedures"
None
44 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April I, 2013
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
01 I100-1
SUMMARY OF WORK
Page 1 of 3
�
SECTION O1 11 00
SUMMARY OF WORK
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Worlc to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Speci�cation
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1- General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
; 14 1. Wark associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings ar Contract Documents in
which no speci�c item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of preinises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
011100-2
SUMMARY OP WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstiucted
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordalice with rail�oad requirenzents set forth in
7 Division 0 as well as the railroad permit.
8 D. Worlc within Easeinents
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission fi•om the owner of such property.
ll 2. Do not store equipment or inaterial on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use eveiy precaution to prevent damage to, all trees, shrubbeiy, plants,
18 lawns, fences, culverts, curbin�, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporaiy fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which inight be affected by the Work.
24 a. Such notice shall be made at least 48 hotus in advance of the beginning of the
25 Worlc.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all dama�e or injnry to property of any character resulting
30 fi•om any act, omission, neglect, or misconduct in the manner or inethod or
31 execirtion of the Work, or at any tiine due to defective work, material, or
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equipment.
6. Fence
a. Restore all fences encoiintered and removed duriug consh-uction 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 sectu•ity.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be siibsidiary to the various items bid in the
project proposal, unless a bid iteul is specifically provided in tl�e proposal.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
O1 11 00-3
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 MAINTENANC� 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 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH NIEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIF]CATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
012500-1
SUBSTITUTION PROCEDURES
Page 1 of4
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION Ol 25 00
SUBSTITUTION PROCEDURES
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specif ed by descriptive or perfarmance criteria or
8 defined by reference to 1 or inore 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 fi•om this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections inciude, 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 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payinent
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 REQUIREMENTS
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A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests fi•om Contractor for substitution of products in place of
those speci�ed.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, ar
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude fi•om
consideration other products bearing other manufacturer's or vendor's names,
trade natnes, or catalog numbers, provided said products are 'br-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractoi;
or,
CITY OF FORT WORTH MED[CAL DISTRICT
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 1 Project No. 00247
o�zsoo-z
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time rednction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance 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 nuinber and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete naine or tag number assigned to original
product in tl�e Contract Docuinents
2) Manufacturer's literature clearly marlced 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 requireinents
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 �ield data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reseives the right to require proposed product to comply with colar and pattern
44 of specified product if necessary to seciue design intent.
45 3. In the event the substitution is approved, the resulting eost and/or tiine reduction
46 will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
Revised July l, 201 1 Project No. 00247
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O12500-3
SUBSTITUTION PROCEDURES
P�ge3 of4
4. No additional contract tiine will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City's opinion, acceptance will require substantial revision of the original
design
d. In the City's opinion, substitution will not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
13 A. In making request for substitution or in using an approved product, the Contractor
14 represents that the Contractor:
15 1. Has investigated proposed product, and has determined that it is adequate or
16 superior in all respects to that specified, and that it will perform function for which
17 it is intended
18 2. Will provide same guarantee for substitute item as for product specified
19 3. Will coordinate installation of accepted substitution into Work, to include building
20 modifications if necessary, making such changes as may be required for Work to be
21 complete in all respects
22 4. Waives all claims for additional costs related to substitution which subsequently
23 arise
24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
25 l.11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.12 WARRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29
«�]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Jtily 1, 201 I
MEDICAL DISTR[CT
PART 9 — W OLEANDER/8�'i/ENDERLY
Project No. 00247
01 25 00 - 4
SUBSTI7'UTION PROCEDURES
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�XHIBIT A
REQUEST FOR SUBSTITUTION I'ORM:
TO:
PROJECT: DATE:
We hereby subinit for your consideration the following product instead of the speci�ed item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanlcs Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to tl�e
specified item.
Submitted By: For Use by City
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
_ Recou�mended _ Recommended
Not recommended Received late
By —
Date
Remarl<s
Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
Rejected
MEDICAL DISTRICT
PART 9 — W OLEANDER/8TF�/ENDERLY
Project No. 00247
01 31 19 - 1
PRECONSTRUCTION MEETING
Page 1 of3
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 31 19
PRECONSTRUCTION MEETiNG
5 A. Section Includes:
6 1. Provisions for the preconstiuction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10
11
12
13 1.2
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
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 REQUIREMENTS
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A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
cotnpleting the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Project Representative
b. Contractor's project manager
a Contractor's superintendent
d. Any subcontractar or supplier representatives whom tlie Contractor may desire
to invite or the City may request
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
Revised August 17, 2012 Project No. 00247
01 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
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e. Other City representatives
f. Others as appropriate
4. Constiuction Schedule
a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminaiy Agenda may include:
a. Introduction of Project Personnel
b. General Description of Pi•oject
c. Statl�s of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
lc Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payi•oll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Consh•uction Conditions
q. Weekend Worlc Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entiy Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evahiation
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. Fn1a1 Payment
jj. Questions or Colninents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
0131 19-3
PRECONSTRUCTION MEETING
Page3 of3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 l.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 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CI'I'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS
Revised August 17, 2012
MEDICAL DISTRICT
PART 9— W OLEANDER/8T"/ENDERLY
Project No. 00247
013120-I
PROJECT MEETINGS
Page 1 of 3
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4 1.1 SUMMARY
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14 1.2
SECTION 0131 20
PROJECT MEETINGS
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
17 No separate payment will be allowed for this Itein.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Coordination
1. Schedule, attend and administer as speci�ed, periodic progress meetings, and
specially called meetings throughout progress of the Worlc.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those speci�ed in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
a. Contractor
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8"�/ENDERLY
Revised July l, 2011 Project No. 00247
01 31 20 - Z
PROJECT MEETINGS
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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 ineeting is held.
C. Progress Meetings
l. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress ineetings 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
c. Coordinatiov between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative wili preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully coinpleting the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
f. Others, as requested by the Project Representative
5. Preliminaiy Agenda may include:
a. Review of Worlc progress since previous meeting
b. Field observations, problems, conflicts
c. Iteins which iinpede construction schedule
d. Review of off-site fabrication, deliveiy schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
£ Corrective measures and procedtu•es to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Worlc period
i. Coordination of schedules
j. Review submittal schedules
lc. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schediile and on completion date
2) Effect on other conh•acts of the Project
n. Review Record Documents
o. Review monthly pay request
p. Review status of Requests for Information
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
O1 31 20-3
PROJECT MEETINGS
Page 3 of 3
1 6. Meeting Schedule
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
4 1) Additional ineetings may be held at the request of the:
5 a) City
6 b) Engineer
7 c) Contractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable, meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USED]
21 END OF SECTION
22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July l, 201 I Project No. 00247
013216-I
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
1
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3 PART1- GENERAL
SECTION O1 32 16
CONSTRUCTION PROGRESS SCHEDULE
4 1.1 SUMMARY
5 A. Section Includes:
6 l. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
'; 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
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15 1.2
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19 1.3
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B. Deviations from this City of Fort Worth Standard Speciiication
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payinent will be allowed for this Item.
REFERENCES
A. Definitions
1. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond progratn
projects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entity
e. Tier 5- Schedule subtnittal required by contract as described in the
Speci�cation and herein. Lai•ge and/or very complex projects with long
durations, high public visibility
1) Exainples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures fi•om the schedule.
3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
CITY OF FORT WORTH MEDICAL D[STRICT
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 I Project No. 00247
01 32 I6 - 2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
�
3
4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
4 l. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
6
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A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as reqttired in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
undeistanding of the worlc to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
16 B. Progress Schedule
17 1. Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders, resulting in a change of contract time, in
22 the baseline Schedule in accordance with City of Fort Worth Schedule
23 Guidance Docuinent.
24 C. Responsibility for Schedule Compliance
25 1. Whenever it becomes apparent fi•om the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
27 date will not be met, or when so directed by the City, make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Pian to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially elinunate the baciclog of work and return current Schedule to
35 meet projected baseline completion dates
36 3) Increase the nuinber of working hours per shift, shifts per day, working
37 days per weelc, the amount of constructiari equipment, or any combination
38 of the foregoing, sufficiently to substantially eliminate the backlog of work
39 4) Reschedule activities to achieve maximum practical concurrency of
40 accomplishment of activities, and comply with the revised schedule
41 2. If no written statement of the steps intended to take is submitted when so requested
42 by the City, the City may direct the Contractor to increase the level of effort in
43 manpower (trades), equipinent and worlc schedule (overtilne, weelcend and holiday
44 work, etc.) to be employed by the Contractor in order to reulove or arrest the delay
45 to the critical path ul the approved schedule.
46 a. No additional cost for such work will be considered.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 1 Project No. 00247
013216-3
CONSTRUCTION PROGRESS SCHEDULE
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D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
suppleinented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessaiy to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the network will not be the basis for a change therein.
2. Subinit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be inade to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to tninimize any time
extension and any additional cost to the City. �
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slack time is de�ned as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
O1 32 16 -4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
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c. Aclrnowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract con�pietion times,
providing that the actual delay does not exceed the float tiine associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
L 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 tl�e schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts fi•om the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the worlc 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 worlc due to such circumstances shall not be
considered as justification for claims for additional compensation.
18 1.5 SUBMITTALS
19 A. Baseline Schedule
20
21
22
23
24
25
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes: �
1) Primavera (P6 or Primavera Contractor)
2. Subinit draft baseline Schedule to City prior to the pre-construction ineeting and
bring in hard copy to the meeting for review and discussion.
26 B. Progress Schedule
27 1. Submit progress Schedule in native �le format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 2. Submit progress Schedule monthly no later than the last day of the month.
30
31
32
33
34
35
36
37
38
39
C. Schedule Narrative
1. Submit the schedule narrative in pdf format as reqLiired in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submittal Process
l. The City administeis and manages schedules throngh Buzzsaw.
2. Conh�actor 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 MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8n{/ENDERLY
Revised July I, 20l 1 Project No. 00247
01 32 16-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
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1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMIT'TALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSLJRANCE
A. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of similar complexity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
updated and revised to accurately reflect the performance of the construction.
C. Contractor is responsible for the quality of all submittals in this section ineeting the
standard of care for the cor.struction industry for similar projects.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
I S PART 3- EXECUTION [NOT USED]
�
17
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised Juty 1, 201 1 Project No. 00247
01 32 33 - 1
PRECONSTRUCTION VIDEO
Page I of2
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SECTION O1 32 33
PRECONSTRUCTION VIDEO
l.l SUMMARY
A. Section Includes:
1. Administrative and procedural requuements for:
a. Preconstruction Videos
B. Deviations fi•om this City of Fort Worth Standard Specification
1. None.
C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT US�D]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FI�LD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT US�D]
CITY OF FORT WORTH MEDICAL DISTRICT
'' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/A��/ENDERLY
Revised July 1, 201 1 Project No. 00247
013233-2
PRECONS7'RUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 1 Project No. 00247
013300-1
SUBMITTALS
Page 1 of 8
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3 PARTl- GENERAL
4 l.l SUMMARY
SECTION Ol 33 00
SUBMITTALS
5 A. Section Inciudes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations fi�om this City of Fort Worth Standard Speci�cation
13 l. None.
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17 1.2
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C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measuretnent and Payinent
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
perforining the related Work or other applicable activities, or within the time
speci�ed in the individual Work Sections, of the Speci�cations.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
fl Delivety
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals suf�ciently in advance of the Work.
CITY OF FORT WORTH MEDICAL DIST2ICT
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 2Q 2012 Project No. 00247
013300-2
SUBMITTALS
Page 2 of 8
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d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the worlc of any other
contractor.
B. Submittal Numbering
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification nun�bering system in the following manner:
a. Use the �rst 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing subnzitted under each specific Section nuinber.
a Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd subinission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
1 1 11 1: i
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial subnzittal Llnder this Specification Section
3) B is the thu•d submission (second reslibmission) of that particular shop
drawing
C. Contractor Certiiication
21 1. Review shop drawings, product data and sainples, inch►ding those by
22 subcontractors, prior to subinission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and siinilar data
26 d. Conformance with the Contract Docuinents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor•'s Company name
30 b. Signature of submittal reviewer
31 a Certi�cation Statement
32 1) `By this submittal, I hereby represent that I have determined and verified
33 field measurements, �eld construction criteria, materials, dimensions,
34 catalog miinbers and similar data and I have checiced and coordinated each
35 item with other applicable approved shop drawin�s." �
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D. Submittal Foruiat
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 Pacicet
2) Conh•actor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITl' OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATIUN DOCUMENTS PART 9— W OLEANDER/8"{/ENDERLY
Revised December 20, 2012 Project No. 00247
Ol 33 00-3
SUBMITTALS
Page 3 of 8
1 2. The Project title and number
2 3. Contractor identi�cation
3 4. The names of:
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Speci�cation numbers
12 9. Identification by highlighting of deviations fi•om Contract Documents
13 10. Identiiication by highlighting of revisions on resubmittals
14 I 1. An 8-inch x 3-inch blank space for Contractor and City stamps
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F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
£ Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main membeis and lines of the structut•e
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 subinittals 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 in.clude, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometitnes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colois and patterns
3) Manufacttu•er's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDE[t/8"i/ENDERLY
Project No. 00247
013300-4
SUBMITTALS
P�ge 4 of 8
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7) Standard wiring diagran�s
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 inaintenauce instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Worlc
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials piu•chased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 rislc.
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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, appiicable samples, and product data.
J. Submittal Distribution
Electronic Distribution
a. Confu•m development of Project directoiy for electronic submittals to be
uploaded to City's Buzzsaw site, or anotl�er external FTP site approved by the
City.
b. Shop Drawings
1) Upload subnuttal to designated project directory and notify appropriate
City representatives via email of subnlittal posting.
2) Hard Copies
a) 3 copies for all subuiittals
b) If Contractor requires more tl�an 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to tl�e Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8'"/ENDERLY
Revised December 20, 2012 Project No. 00247
013300-5
SUBMITTALS
P�ge 5 of 8
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical sub�nittals
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, where 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.
K. Submittal Review
1. 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 fi•om 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
2. 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
ful�llment 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.
3. 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.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure fi•om the Contract requirements which City finds to be in the interest of
the City and to be so tninor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations ot•
coinments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
01 33 00 - 6
SUBMITTALS
Page ( of 8
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Conh•actor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned wl�en notations and comments are extensive enough to require a
resubmittal of the pacicage.
a) The Contractor may release the equipinent or material for manufacture;
however, all notations and con�ments must be incorporated into the
final product.
b) T'llis resubmittal is to address all cominents, oinissions and
non-conforming items that were noted.
c) Resubmittai is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requuing 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 resubinit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubulit using a different manufacturer/vendor
to iileet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marlced
b. Submittals for each itein will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimburseinent to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more tl�an 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractar to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Subn�ittals deemed by the City to be not con�plete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or ularlc the subinittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constihite a change to the Contract Documents, then written notice nzust be
provided thereof to the City at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMEN7'S
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8TF{/ENDERLY
Project No. 00247
01 33 00 - 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 carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will 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 speci�cally required in other Sections of these Speciiications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clariiication or inteipretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
a When the Contractor believes fllere 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 USED]
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
35 110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
36
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1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTfi
STANDARD CONSTRUCTION SPECIF?CATION DOCUMENTS
Revised December 20, 20 ( 2
� MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
OI3300-8
SUBMITTALS
Page 8 of 8
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Jolmson 1.4.K.8. Workiug Days modified to Calendar Days
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/AT"/ENDERLY
Revised December 20, 2012 Project No. 00247
013513-1
SPECIAL PROJECT PROCEDURES
Page 1 of 8
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4 1.1 SUMMARY
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SECTION 0135 13
SPECIAL PROJECT PROCEDURES
A. Section Includes:
1. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with the Texas Department of Transpartation
b. Work near High Voitage Lines
c. Confined Space Entiy Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
£ Water Department Notification
g. Public Noti�cation Prior to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
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 Requuements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Mains
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Coordination within Railroad permit areas
a. Measurement
1) Measurement for this Item will be by lump suin.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for at the luinp sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Inspection
3) Safety training
4) AdditionalInsurance
5) Insurance Certificates
6) Other requirements associated with general coordination with Raih-oad,
including additional employees required to protect the right-of-way and
property of the Railroad from damage arising out of and/or fi•om the
construction of the Project.
2. Railroad Flagmen
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
013513-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
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a. Measurement
1) Measureinent for this Item will be per working day.
b. Payment
1) The work perforuied and materials fi�rnished in accordance with this Iteln
will be paid for each worlcing day that Raih�oad Flagnzen are present at the
Site.
c. The price bid shall include:
1) Coordination for scheduling flagmen
2) Flagmen
3) Other requirements associated with Raih•oad
3. All other items
a. Work associated with these Items is considered subsidiaiy to the various Items
bid. No separate payment will be allowed for this Item.
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Speci�cation, unless a date is specifically cited.
19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
20 High Voltage Overhead Lines.
21 3. North Cennal Texas Council of Governments (NCTCOG) — Clean Construction
22 Specification
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination with the Texas Department of Transportation
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1. When work in the right-of-way which is under the jurisdiction of the Texas
Departinent of Transportation (TxDOT):
a. Notify the Texas Departnzent of Transportation prior to coirnnencing any work
therein in accordance with the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
complianee with and subject to approval fi�om the Texas Department of
Transportation
B. Worlc near High Voltage Lines
2
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Regulatory Requirements
a. All Work near High Voltage Lines (inore than 600 volts ineasured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
Warning sign
a. Provide sign of suf�cient size ineeting all OSHA requirements.
Eqiiipment operating within 10 feet of high voltage lines will reqliire the following
safety feahu•es
a. Insulating cage-type of gliard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipinent rnust ineet the safety requirements as set forth by OSHA and the
safety requireinents of the owner of the high voltage lines
Work within 6 feet of high voltage electric lines
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8'"/ENDERLY
Revised December 20, 2012 Project No. 00247
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OI 35 13 -3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power coinpany
1) After notification coordinate with the power company to:
a) Erect teinporaiy mechanical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other con�ned spaces in accordance with OSHA's Perinit Required for
Confined Spaces
D. Air Pollution Watch Days
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General
a. Observe the following guidelines relating to working on City construction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
c. Critical Emission Time
1) 6:00 a.m. to 10:00 a.m.
Watch Days
a. The Texas Commission on Environmental Quality (TCEQ), in coordination
with the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the afternoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever construction phasing requires the
use of motorized equipment for periods in excess of 1 hour.
2) However, the Conh�actor may begin wark prior to 10:00 a.m. if:
a) Use of motorized equipment is less than 1 hour, or
b) If equipment is new and certified by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diesel (LTLSD), diesel emulsions, or
alternative fuels such as CNG.
E. TCEQ Air Permit
1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
F. Use of Explosives, Drop Weight, Etc.
1. When Contract Doeuments permit on the project the following will apply:
a. Public Noti�cation
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to coinmencing.
2) Minimum 24 hour public notification in accordance with Section O l 31 13
G. Water Department Coordination
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
O1 35 13 -4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
I 1. During the construction of this project, it will be necessaiy to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the Ciry's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water nzeter fi�om the Water Departinent for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live systein be turned off and on
11 to accoinmodate the construction of the project is required, coordinate this
12 activity tlu•ough the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failtu•e to comply will render the Conh•actor�in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Crinunal Mischie� and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
1g responsibilities as a result of these actions.
19 H. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a blocic by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the fi•ont
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any constiuction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
2g a) Name of Project
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's forenzan and phone number
33 fl Name of the City's inspector and phone number
34 g) City's after-hours phone mimber
35 2) A saulple of the `pre-construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish tiiiie for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
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I. Public Notification of Temporaiy Water Service Interruption during Construction
l. In the event it becomes necessaiy to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
O1 35 13 - 5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
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c.
d.
e.
f.
Prepare flyer on the contractor's Ietterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
A sample of the temporary water seivice interruption notification is attached as
Exhibit B.
Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
Electronic versions of the sainple flyers can be obtained fi•om the Project
Construction Inspector.
J. Coardination with United States Army Corps of Engineers (IJSACE)
At locations in the Project where consh-uction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
perinit.
K. Coordination within Railroad Permit Areas
1. At locations in the project where constntction activities occur in areas where
railroad perinits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
£ Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or fi•om the construction of '
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any suppleinental information needed to comply with the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were present on Site.
L. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
M. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
MEDICAL DISTRICT
PART 9 — W OLEANDER/AT"/ENDERLY
Project No. 00247
01 35 13 - 6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
1 1.5 SUBMITTALS [NOT US�D]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 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 WARItANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION (NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4.B — Added requirement of compliance with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E — Added Contr•actor responsibility for obtaining a TCEQ Air Permit
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
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Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
�XHIBIT A
(To be printed on Contractor's Letterhead)
Ol 35 13 - 7
SPECIAL PROJECT PROCEDURES
P�ge 7 of 8
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17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
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21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
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24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
' 25 ISSUE, P�EASE CAL�:
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27
, 28 Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.>
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30 OR
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32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
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' 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
- 37
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8Tt{/ENDERLY
Revised December 20, 2012 Project No. 00247
O1 35 13 - 8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
1
��
EXHIBIT B
FO `T WORTH
Date:
DOE HO. XXXX
Projact Hame:
NOTICE OF TEI"iPORARY WATER SERVICE
II�ITERRLiPTIOI�I
DUG TO UTILITX IMPROV�M�NTS IN YOUR NEIGHBORHOOD, YOUR
WAT�R SERVICE WILL AE INT�RRUPT�D ON
B�TW�EN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEAS� CALL:
MR. AT
(CONTRACTORS S,UPEIiINTEND�NT) (T�L�PIiON� NUMB�R)
OR
MR. AT
(CITY INSP�CTOR) (TELEPHONE NUMB�R)
THIS INCONV�NI�NCE WILL BE AS SHORT AS POSSIBL�.
THANK YOU,
CONTRACTOR
3
�
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
MGDICAL DISTRICT
PART 9 — W OLEANDER/8T�i/ENDERLY
Project No. 00247
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of2
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTION Ol 45 23
TESTING AND INSPECTION SERVICES
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations fi�om this City of Fort Worth Standard Speciiication
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requireinents
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.
a. Contractor is responsible for performing, coardinating, 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 fiist Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
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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 Repoz•ts
a. Electronic Distribntion
1) Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CITY OF FORT WORTH NIEDICAL DISTRICT
' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8�{/ENDERLY
Revised July 1, 201 I Project No. 00247
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O14523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of siibmittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Dish•ibution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests perforil7ed 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 inchiding the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor fi•om obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 110 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 I Project No. 00247
01 50 00 - 1
TEMPORPRY FACILITIES AND CONTROLS
Page 1 of4
�
SECTION Ol 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
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18 1.2
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporaiy utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Speciiication Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Worlc associated with this Item is considered subsidiary to the vat�ious Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies far temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH MEDICAL D[STRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8�i/ENDERLY
Revised July 1, 201 I Project No. 00247
oi so oo-z
TEMPORARY FACILIT[E3 AND CONTROLS
P�ge2 of4
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d. Contractor Payment for Construction Water
1) Obtain construction water ineter fi•om City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractoi• peisonnel
and others perforining worlc or fitrnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide teinporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitaiy facilities for persons on Site.
a. Comply with regtilations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed fi•om these facilities.
c. Coilect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipinent susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocics 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 seivice for
equipment space heaters and heating or ventilation as necessary to provide storage
envu•onments acceptable to specified manufacturers.
5. Fill and grade site for temporaiy structures to provide drainage away from
temporary and existing buildings.
6. Remove building fi-om site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maiiltain for the duration or construction when required in contract
docuinents
45 E. Dust Control
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 ]
MEDICAL DISTRICT
PART 9 — W OLEANDER/8n�/ENDERLY
Project No. 00247
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01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page3 of4
1. Contractor is responsible for maintaining dust conti�oi tlu•ough the duration of the
proj ect.
a. Contractor remains on-call at all times
b. Must respond in a tiinely manner
F. Temporaiy Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work froin damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
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3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
l. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [oa] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/STM/ENDERLY
Revised July l, 20t I Project No. 00247
o� s000-a
TEMPORARY FACILITIES AND CONTROLS
Page4 of4
1 1. Remove ail temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NO� USED]
5 3.14 ATTACHM�NTS [NOT USED]
6 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUC'CION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/AT"/ENDERLY
Revised July I, 201 I Project No. 00247
01 55 2fi - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of3
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SECTION Ol 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
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26 1.4
A. Section Includes:
l. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
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. Section 34 71 13 — Traffic Control
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traf�c Control Devices (TMUTCD).
ADMINISTRATIVE R�QUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow ininimum 10 working days for review of proposed Traf�c Control.
35 B. Sh�eet Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8 �"/ENDERLY
Revised July I, 201 1 Project No. 00247
o� ss z� -a
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
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1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Sn•eet Use Perinit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic cont�•ol:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a sh•eet sign inust be removed for construction, t11eu contact
City Transportation and Public Works Departinent, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Worlcs Department, Signs
and Marlcings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED)
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOS�OUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED)
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32
33
111 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
34 PART 2- PRODUCTS [NOT US�D]
35 PART 3- EXECUTION [NOT USED]
�tl�
�ND OI' SECTION
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July I, 201 l Project No. 00247
O1 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFF[C CONTROL
P�ge 3 of 3
0
Revision Log
DATE NAME SUMMARY OF CHANGE
�
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 l
015713-I
STORNI WATER POLLUTION PREVENTION
Page 1 of3
I
2
SECTION O1 57 13
STORM WATER POLLUTION PREVENTION
3 PART1- GENERAL
4 l.l SUMMARY
5
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A. Section Includes:
l. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 31 25 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Consh�uction Activities resulting in gceater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Refer�ence standards cited in this Speci�cation refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is speci�cally cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payinent of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OP FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8"{/ENDERLY
Revised July l, 2011 Project No. 00247
015713-2
STORM WATER POLLUTION PREVENTION
Page2 of3
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B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Constiuction
Permit is required
b. Complete SWPPP in accordance with TCEQ requireinents
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Pt�econstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if malcing changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requireinents
4) Once the project has been couipieted and all the closeout requireinents of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Worlcs,
Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section O1 33 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Enviromizental Division for review
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
Revised July 1, 201 1 Project No. 00247
01 57 13 -3
STORNI WATER POLLUTION PREVENTION
Page3 of3
1 B. Modified SWPPP
2 l. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section O1 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 END OF SECTION
14
15
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTII
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 20l I
MEDICAL DISTR[CT
PART 9 — W OLEANDER/AT"/ENDERLY
Project No. 00247
1
2
3 PART1- GENERAL
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SECTION O1 58 13
TEMPORARY PROJECT SIGNAGE
015813-I
TEN[PORARY PROJECT SIGNAGE
Page 1 of3
1.1 SUMMARY
A. Section Includes:
l. Temporary Project Signage Requirements
B. Deviations from this City of Fart Worth Standard Specifcation
1. None.
C. Related Specification Sections include, but are not necessarily liinited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiaiy 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 USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
2.1 OWNER-FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 �QUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
CITY OF FORT WORT}i MEDICAL DISTRICT
` STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8'�i/ENDERLY
Revised Juiy 1, 201 1 Project No. 00247
O1 58 13-2
TF.MPORARY PROJECT SIGNAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of'/a-inch �ir plywood, grade A-C (exterior) or better
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT US�D]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT US�D]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USGD]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING (NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will inchide painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 2011 Project No. 00247
015813-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
�a
CITY OF FORT WORTH MEDICAL DISTR[CT
` STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revise<1 July l, 201 1 Project No. 00247
O1 60 00 - 1
PRODUCT REQUIREMENTS
Page I of2
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION O1 60 00
PRODUCT REQUIREMENTS
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
7 B. Deviations fi•om this City of Fort Worth Standard Speci�cation
8 1. None.
9 C. Related Speciiication Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requu�einents, Contract Forms and Conditions of the Contract
ll 2. Division l— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15
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A. A list of City approved products for use is located on Buzzsaw as follows:
1. Resources\02 - Construction Documents\Standard Products List
B. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
C. Any speci�c product requiretnents in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
D. Although a specific product is inciuded on City's Standard Product List, not all
products fi•om that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
E. See Section O1 33 00 for subnuttal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
oi �000-z
PRODUCT REQUIREMENTS
Page 2 of 2
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED)
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Jolmson Modified Location of City's Standard Product List
CITY OF FORT WORTH MGDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
oi��oo-i
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page i of4
�
SECTION O1 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- GENERAL
4 l.l SUMMARY
5
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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
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requu•ements, Contract Farms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measureinent and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24
25
26
27
28
29
30
31
32
33
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
110 D�LIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery 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 trucics will not be permitted to wait extended periods of tiine on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised July 1, 201 I
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
O1 fi600-2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1 4. Deliver products or equipment in manufacturer's original unbrolcen cartons or other
2 containeis designed and constructed to protect the contents fi•om physical or
3 environmental damage.
4 5. Clearly and fully marlc and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Docuinents and
9 manufacturer's recommendations and instructions.
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C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requii•ements of these Specifications.
2. Make necessary provisions for 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 free access at
all times to all parts of Worlc and to utility service eompany installations in
vicinity of Worlc.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractois, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Rest�•ict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. 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 puiposes without
written permission of owner or other person in possession or control of premises.
:
9.
10
Store in manufachu•ers' unopened containeis.
Neatly, safely and compactly stack materials delivered and stored along line of
Worlc to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet fi�om fire hydrant.
Keep public and private driveways and street crossings open.
Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be dish•ibuted along route of construction at
one time is 1,000 linear feet, Lmless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDGR/8n�/ENDERLY
Revised July I, 2011 Project No. 00247
01 6� 00 - 3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page3 of4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
��
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3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oa] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforining Worlc
1. Reject all products or equipment that are datnaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USEDJ
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufactut•er's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipinent fi�om 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 WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July l, 201 I Project No. 00247
O 1 66 00 - 4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8n�/ENDGRLY
Revised July I, 201 I Project No. 00247
oi�000-�
MOBILIZATION AND REMOBILIZATION
P1ge 1 of4
�
3 PARTl- GENERAL
4 l.l SUMMARY
5
6
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SECTION O1 70 00
MOBILIZATION AND REMOBILIZATION
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessaty general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation �f Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary generai facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Worlc speci�cally required in the Contract
Docuinents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipinent, and operating
supplies from the Site including disassembly or temporarily securing
equipinent, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resuine the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization fi•om one location to another on the
Site in the norrnal progress of perforining the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDEfU8n�/ENDERLY
Revised December 20, 2012 Project No. 00247
01 70 00 - 2
MOBILIZATION AND REMOBILIZATION
P�ge2 of4
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1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's persarinel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contraetor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Worlc
Order
b) Site Clean-up for each issued Worlc Order
c) Removal of all buildings or other facilities assembled at the Site for
each Worlc Oder
b. Mobilization and Demobilization do not include aetivities for speci�c items of
worlc for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations fron� this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily liinited to:
22 1. Division 0— Bidding Requuements, Contract Forms and Conditions of the Conh•act
23 2. Division 1— General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
A. Measurement and Payment
l. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The worlc performed and iizaterials furnished in accordance with this Item
are subsidiaiy to the various Items bid and no other coinpensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Docuinents
a. Measurement
1) Measurement for this Item sl�all be per each remobilization performed.
b. Payment
1) The work performed and materials fiirnished ii1 accordance with this Item
and measured as provided under "MeasuremenY' will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments wili be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TQ/ENDERLY
Revised December 20, 2012 Project No. 00247
O17000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of4
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3. Remobilization for suspension of Work as requu�ed by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be inade for standby, idle tiine, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and inaterials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
inobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATNE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT US�D]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8�{/ENDERLY
Revised Decetnber 20, 20 ( 2 Project No. 00247
oi �000-�t
MOBILIZATION AND REMOBILIZATION
P�ge4 of4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED)
2 1.12 WARItANTY [NOT US�D]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT USED]
5 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8n{/ENDERLY
Revised December 20, 2012 Projec[ No. 00247
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of4
1
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3 PARTl- GENERAL
4 1.1 SUMMARY
SECTION Ol 71 23
CONSTRUCTION STAKING AND SURVEY
5 A. Section Includes:
6 1. Requirements for construction staking and construction survey
7 B. Deviations from this City of Fort Worth Standard Speci�cation
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the various Items bid.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item are subsidiary to the various Items bid and no other compensation will
27 be allowed.
28 1.3 REFERENCES [NOT USED]
29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
30 1.5 SUBMITTALS
31 A. Subinittals, if required, shall be in accordance with Section O1 33 00.
32 B. All submittals shall be approved by the City prior to delivery.
33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
34 A. Certificates
35 1. Provide certificate certifying that elevations and locations of improvements are in
36 conformance or non-conformance with requu•ements of the Contract Documents.
37 a. Certificate must be sealed by a registered professional land surveyor in the
38 State of Texas.
CITY OF FORT WORTH MEDICAL DIST2ICT
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS PART 9— W OLEANDER/8'"/ENDERLY
Revised DecemUer 20, 2012 Project No. 00247
Ol 71 23 -2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
B. Field Quality Control Submittals
2 1. Documentation verifying accuracy of field engineering work.
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANC�
6 A. Construction Staking
7 l. Construction staking will be performed by the City.
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2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scl�eduling of Construction Staking.
b. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient nunzber of stakes or inarlcings have
been lost, destroyed or dishubed, by Contractor's neglect, such that the
contracted Worlc cannot take place, then the Contractor will be required to pay
the City for new stalcing with a 25 percent marlcup. The cost for staking will be
deducted fi•om the payment due to the Contractor for the Project.
B. Construction Survey
1. Const�•uction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with tl�e City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c. It is the Contractor's responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to dainage
caused during consh•uction operations.
1) City shall perform replacements and/or restorations.
3. General
a. Construction survey will be perforined in order to maintain complete and
accurate logs of control and survey worlc as it progresses foi• Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perforin construction survey to obtain consh•uction feat�u•es, including but not
liinited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction stiucture
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Eveiy 250 linear feet
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
017123-3
CONSTRUCTION STAKING AND SU2VEY
Page3 of4
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(2) Horizontal and vertical points of inflection, ctuvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Au• Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top ofpipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and ver•tical points of inflection, cuivature, etc.
(c) Cleanouts
Consh•uction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
The Contractor will need to ensure coordination is maintained with the City to
perform construction suivey and to verify control data, including but not
litnited to the following:
1) Established benchmarks and control points provided for the Contractor's
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance systetn and the line and
grade of the carrier pipe on a daily basis.
6) The Contractar remains fiilly responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily t•ecords to City.
9) If the installation does not meet the specified tolerances, iminediately notify
the City and correct the installation in accordance with the Contract
Documents.
49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 P-roject No. 00247
017123-4
CONSTRUCTION STAKING AND SURVEY
Page4 of4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED)
3.7 I�'IELD [oR] SITE QUALITY CONTROL
A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stalces or control data withotit approval fi•om the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROT�CTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS (NOT USED)
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
24
CITY OF FORT WORTi-i MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TM/ENDERLY
Revised December 20, 2012 Project No. 00247
017423-I
CLEANING
Page 1 of4
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4 1.1 SUMMARY
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SECTION O1 74 23
CLEANING
A. Section Includes:
1. Intermediate and �nal cleaning for Work not including special cleaning of closed
systerns speci�ed elsewhere
B. Deviations fi•om this City of Fort Worth Standard Specifcation
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 l. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
l8 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cieaning upon completion of Work and irrunediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
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1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requireinents
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July l, 2011 Project No. 00247
01 74 23 - 2
CLEANING
Page2 of4
1 l.11 FI�LD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED)
3 PART 2 - PRODLJCTS
4 2.1 OWN�R-FURNISH�D (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MAT�RIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS (NOT USED)
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [oR] SIT� QUALITY CONTROL [NOT USED)
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
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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 nuneral spirits, oil or paint thinner in
storm or sanitaiy drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 1 Project No. 00247
01 74 23 - 3
CLEANING
Page3 of4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughiy clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Reinove all signs of tetnporaiy construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves 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 Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weeldy intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum 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. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
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C. Interior Final Cleaning
l. Remove grease, inastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean perinanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without flters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containeis 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 rocics, 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, stnictures,
junction boxes and inlets.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised July 1, 201 I Project No. 00247
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017423-4
CLEANING
P�ge4 of4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control fi•om site.
5. Clean signs, lights, signals, etc.
311 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OI' SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
017719-I
CLOSEOUT REQUIREMENTS
Page l of 3
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SECTION 0177 19
CLOSEOU'T REQUIREMENTS
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations fi•om this City of Fort Worth Standard Speciiication
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
MEDICAL DISTRICT
PART 9'— W OLEANDER/8'"/ENDERLY
Project No. 00247
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT 5UBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7
8
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section O1 78 39
11 2. Operation and Maintenance Data, if requn�ed, in accordance with Section O1 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 O1 74 23.
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C. FinalInspection
1. After fnal cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an i�itial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice fi•om the City, imnlediately undertake the Work
required to remedy deficiencies and complete the Worlc 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 tbe equipment
c. Initial �il up of all cheinical tanlcs and fuel tanlcs
d. Light bulbs
e. Fuses
£ Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipinent
D. Notice of Project Completion
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICA7'ION DOCUMENTS PART 9— W OLEANDER/8�}�/ENDERLY
Revised July l, 2011 Project No. 00247
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01 77 19 - 3
CLOSEOUT REQUIREMETITS
Page 3 of 3
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 Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Tiine
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if requu•ed)
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 Supparting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-IN5TALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
29
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"lENDERLY
Project No. 00247
017823-I
OPERATION AND MA[NTENANCE DATA
Page 1 of 5
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4 1.1 SUMMARY
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SECTION O1 '78 23
OPERATION AND MAINTENANCE DATA
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controlleis (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Speci�cation
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
��� 27 A. Submittals shall be in accordance with Section O1 33 00 . All submittals shall be
�� 28 approved by tl�e City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
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A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8'/2 inches x 11 inches
b. Paper
1) 40 pound minimutn, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Mamifacturer's printed data, or neatly typewritten
CITY OF FORT WORTH MEDICAL DISTRICT
` STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
01 78 23 - 2
OPERATION AND MAINTENANCE DATA
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d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs. �
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE 1NSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Coinmercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupmgs.
4. If available, provide an electronic form of the O&M Mamial.
B. Mamial Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of the voluine
25 c. List, with each product:
26 1) The naine, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 voluine
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product naine and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Suppleinent product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
Revised December 20, 2012 Project No. 00247
01 78 23 - 3
OPERATION AND MAINTENANCE DATA
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5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving fizll information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Subinit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normai operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Suinmer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Seivicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
£ Description of sequence of operation by control manufacturer
1) Predicted life ofparts subject to wear
2) Items recoininended to be stocked as spare parts
g. As installed control diagrains by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH
STANDA2D CONSTRUCTION SPEC[FICATION DOCUMENTS
Revised December 20, 2012
MEDiCAL DISTRICT
PART 9 — W OLEANDER/8"i/ENDERLY
Project No. 00247
o� �s2s-a
OPERATION AND MAINTENANCE DATA
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i. Charts of valve tag nuinbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recoininended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Speci�cations
Content, for each electric and electronic system, as appropriate:
a. Description of systein and component parts
1) Fiinction, normal operatulg characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and conunercial number of replaceable parts
b. Circuit directories of panelboards
1) Electricalservice
2) Controls
3) Colmnunications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustinent and checicing
£ Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recoinmended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Speci�cations
Prepare and include additional data when the need for such data becomes apparent
during instruction of City's peisonnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and iilaintenance data by pei•somlel with the following criteria:
34 1. Traiued and experienced in maintenance and operation of described products
35 2. Slcilled as technieai vv�•iter to the extent required to communicate essential data
36 3. Slcilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8T"/ENDERLY
Revised December 20, 2012 Project No. 00247
O1 78 23 - 5
OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 111 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6
7
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.S.A.1 —title of section removed
8
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
2evised December 20, 2012 Project No. 00247
017839-1
PROJECT RECORD DOCUMENTS
Page 1 of4
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3 PARTl- GENERAL
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1.1 SUMMARY
SECTION O1 78 39
PROJECT RECORD DOCUMENTS
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Speci�cation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payinent will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D]
�
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1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Docutnents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other pocuinents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained fi•om the approved Project
Record Documents.
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TF�/ENDERLY
Revised July 1, 2011 Project No. 00247
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of4
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Worlc, both concealed and
4 visible, to enable future inodification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and exanzination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 L Maintain the job set of Record Documents completely protected fi•om deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approvai.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 l.11 FI�LD [SIT�] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18
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23
24
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2.1 OWN�R-FURNISHED [oa] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure fi•om the City, at no
charge to the Conh•actor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Worlc and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALI'TY CONTROL (NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALL�RS [NOT USED]
30
31
32
33
34
35
3.2 EXAMINATION [NOT US�D]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
l. In�mediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH MEDICAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8��/ENDERLY
Revised July 1, 201 1 Project No. 00247
01 78 39 - 3
PROJECT RECORD DOCUMENTS
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2. Preseivation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Docuinents.
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. Conveision 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 final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accui•ate to within 1
inch, the centerline of each iun of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the lilce).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding �nal 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
� MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDERLY
Project No. 00247
01 78 39 - 4
PROJECT RECORD DOCUMENTS
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a Call attention to each entry by drawing a"cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other poculnents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries tliereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record llocuments.
b. If any such Document is not so approved by the City, secure a new copy of that
Docuinent fi�oin the City at the City's usual charge for reproduction and
handling, and carefully transfer the chauge data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
314 ATTACHM�NTS [NOT USED]
END OF S�CTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July i, 201 1
MEDICAL DISTRICT
PART 9 — W OLEANDER/8T"/ENDEItLY
Project No. 00247
APPENDIX
GC-4.02 Subsurface and Physical Conditions
GC-6.O6.D Minority and Women Owned Business Ente�prise Compliance
GC-6.07 Wage Rates
GR-01 60 00 Product Requirements
CITY OF FORT WORTH MEDI CAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TH/ENDERLY
2evised July l, 201 1 Project No. 00247
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH MEDI CAL DISTRICT
STANDARD CONSTRUCTION SPECIF[CAT[ON DOCUMENTS PART 9— W OLEANDER/8TH/ENDERLY
Revised July 1, 201 I Project No. 00247
Fort Worth Medical District Water Distribution System Improvements - Pavement Cores
Core # Location Description
1.00" HMAC
1 CL of Oleander 50' West of 8th Ave. 5.00" Concrete (Sample Damaged no PSI)
14.00" Brown Clay w/Gravel
2.00" HMAC
2 N/4 of Oleander 300' West of Slh Ave 5.00" Concrete (Compressive Strength 4698 PSI)
13.00" Brown Clay w/Gravel
2.00" HMAC
3 S/4 of Oleander 50' Easl of 9th Ave. 5.00" Comcrete (Compressive Strength 4116 PSI)
13.00" Reddish Brown Clay w/Gravel
7.00" Concrete (Compressive Strength 5684 PSI)
4 N/4 of Mist�etoe 150' West o( 8th Ave. 13.OD" So�id Rock
7.00" Concrete (Compressive Strength 4884 PSI)
5 CL of Magno�ia 100' West of Slh Ave. 13.00" Gray Clay w/Gravel
2.00" HMAC
6 CL of Magnolia 100' Easl of 8th Ave. 4.00" Concrete (Sample Oamaged no PSI)
12.00" Rock
' 2.00" HMAC
7 CL of Morphy 75' East of 81h Ave. 13.00" Reddish Brown Sandy Clny w/Gravei
5.00' Brown Clay w/Gravel
7.00" HMAC
8 CL of Allen 125' Easl of 8th Ave. 13.00" Brown Sandy Clay w/Gravel
3.00" HMAC
9 CL of Allen 100' West of 8th Ave. 7.00" Concrete (Compressive Strength 4969 PSI)
10.00" Brown C�ayw/Gravei
5.00" HMAC
10 CL of Park PI. 100' West ot 8lh Ave. 2.50" Rock
8.50" Light 8rown Sandy Clay w/Gravel
4.00" Brown Ciay
2.00" HMAC
11 Cl of Park PI. 150' Easl of 8th Ave. 18.00" Brown Sandy Clay wlGravel
7.00" HMAC
12 CL o� Richmond 250' Easl of 8th Ave. 13.00" Brown Clay
2.00" HMAC
13 Nf4 of Windsor PI. 100' Wesl of Sth Ave. 12.00" Stabilized Malerial
6.00" Brown Clay w/Grevel
3.00" HMAC
14 CL of Windsor PI. 400' West of 8th Ave. 14.00" Stabilized Material
3.00" Brown Clay wlGravel
2.50" HMAC
15 S/4 of Windsor PI. 20' East of Stanley 16.50" 8rown Sandy Clay w/Gravel
5.00" HMAC
16 CL of Adinglon 250' East of 8th Ave. 15.00" Lighl Tan Sandy Clay w/Gravei
7.00" HMAC
17 CL of Mitchell 100' Wesl of 8th Ave. 13.00" Light 8rown Sandy Ciay w/Gravel
6.00" Concrete (Compressive Strength 4903 PSI)
18 S/4 of Jessamine 250' Easl of 8th Ave. 2.00" Type B HMAC
12.00" Grayish Brown Clay w/Gravel
1.50" HMAC
19 CL of N.Endedy 600' West of Endedy PI. 6.50" Tan Sandy Gay w/Gravel
12.00" Brown Clayw/Grevel
2.00" HMAC
20 N/4 0( N. Endedy 250' West of Ender�y PI. 8.00" Tan Sandy Ciay w/Gravel
10.00" Reddish Brown Clay w/Grevel
2.00" HMAC
21 S/4 of N. Enderly 50' West of Enderly PI. 10.00" Tan Sandy Clay wlGravel
8.00" Reddish 8rown Clay w/Gravel
7.50" HMAC
22 CL of E. Enderly 100' South of Endedy 12.50' Brown Sandy Clay w/Gravel
7.00" HMAC
23 CL of E. Endedy 500' South of Enderiy 11.00" Reddish Brown Sandy Gay w/Gravel
2.00" Brown Clay
5.00" HMAC
24 CL o( Morphy 30' East of Leslie 7.00" Concrete (Compressive Strenglh 2:27 PSq
8.00" Red Sand
H- I
Fort Worth Medical District Water Distribution System Improvements - Pavement Cores
Core # Location Description
2.00" HMAC
25 20' E. of Leslie Street at Beckham PI. 12.00" Reddish Brown Sand Gravel Stone
26 10' W, o� Leslie at Beckham
27 1921 W. Morphy
28 30' N. ot Mistleloe Blvd. at Leslie
29 1208 Leslie
30 200' N. of W. Morphy at Leslie
31 30' E.�of 8th Avenue at Myrile
32 70' W. of 71b at MyAle
33 70' W. o( Fairmonl al Myrtle
34 50' E. o� Endedy Slreet al W. Myrtle
35 50' W. of Blh Avenue at W. Myrtle
36 30' S. of W. Morphy al Leslie Court
37 250' S o( W. Morphy at Leslie Courl
38 1425 W. Myrtle Sl. (N/S)
39 30' E. of 6th Avenue al Myrtle St. (5/S)
40 1116 8th Avenue (W/4)
41 t201 8th Avenue (CL)
42 1213 8th Avenue (E/S)
43 50' S. of Magnolia Avenue (W/4)
44 1325 8th Avenue (GL)
45 1417 8th Avenue(E/S)
46 t425 8th Avenue (W/4)
47 1601 Slh Avenue (G�)
6.00" Brown Ciay
2.00" HMAC
7.00" Concrete (1818.0 PSI)
11.00' Brown Sandy Clay
2.50" HMAC
8.50" Reddish Brown Snady Clay Gravel Stone
9.00" Brown Clay Gravel
2.00° HMAC
10.00" Reddish Brown Sandy C�ay Gravel Stone
8.00" Reddish Brown Clay Gtavel
3.50" HMAC
8.50" 2:27 (1107-0 PSI)
8.00" Reddish Brown Clay
3.00" HMAC
12.00" Reddish 8rown Sand Clay Gravel Slone
5.00" Reddish Brow� Clay
2.00" HMAC
7.00" 2:27 (1106.0 PSI)
11.00" Brown Sandy C�ay Gravel Slone
2.00" HMAC
6.00" Concrete (3637.0 PSI)
12.00" Reddish Brown Sand Clay Gravel Slone
1.00" HMAC
8.00" Reddish Brown Sand Clay Gravei Slone
11.00" Brown Gay Gravel
6.00" HMAC
t4.00" Brown Clay Gravel
6.00" HMAC
14.00° Biown Clay Gravel
2.00" HMAC
10.00" Reddish Brown Sandy Ctay Gravel Slone
8.00" Reddish Brown Gay
2.50" HMAC
12.50" Reddish Brown
5.00" Reddish Brown Clay
2.25" HMAC
8.75" Sandy Tan Clay w/Gravei & Rocks
9.00" Black Cfay
4.00" HMAC
4.00" Sandy Tan Clay w/Gravel 8 Rocks
12.00" Brown Clay
3.00" HMAC
7.00" Concrete (6506.0 PSI)
10.00" Lt. Gray Sandy Clay w/Gravel & Slone
11.50" HMAC
3.50" Concrete (2439.0 PSI)
5.00° Dark Gray Gay wJGravel & Stone
4.50" HMAC
5.50" Concrete (Damaged)
5.00" Gray Sandy Clay w/Gravel & Stone
3.00" Gray Clay
3.00" HMAC
6.00" Concrete (4834.0 PSI)
7.00" Yellowish Brown Sandy Gay w/Gravel & Slone
4.00" Lt Gray Clay w/Gravel & Slone
8.50" HMAC
3.50" Concrele (3200.0 PSI)
8.00" Dark Gray Sandy Clay w/Gravel 6 Slone
8.00" HMAC
4.00" Concrete (Damaged)
B.00" Reddish Brown Sand Clay Gravel Stone
2.00" Reddish 8rown Clay
3.00" HMAC
6.50" Concrete (6124.0 PSI)
6.00" Very Pale Brown Sandy Cfay w/Gravel & Stone
4.50° Dark Gray Gay w/Gravel & Stone
8.00" HMAC
3.50" Concrete (5291.0 PSI)
8.50" Concrete Brokenl
li�a
Fort Worth Medical District Water Distribution System Improvements - Pavement Cores
Core # Location Description
4.00" HMAC
6.00" Concrete (4849.0 PSI)
48 1604 8th Avenue (E/S) 7.00" Brown Sandy Clay w/Gravel & Stone
3.00" Dark Brown Clay
3.00" Dark Brown Reddish Clay
3.00" HMAC
49 1706 8th Avenue (W/4) 6.00" Concrete (6281.0 PSI)
8.00" l.t Gray Sandy Clay w/Gravel & Clay
3.00" Dark Gray Gay w/Gravel & Slone
6.50" NMAC
50 80' S. of Park Place Avenue (C/L) 4.50" Concrete (5716.0 PSI)
9.50" Dark Gray Clay Gravel Stone
4.00' HMAC
51 1821 8th Avenue (E/S) 6.50" Concrete (6376.0 PSI)
8.50" Brown Sandy Clay Gravel
3.00" HMAC
52 7830 8th Avenue (W/4) 6.50" Concrete (6294.0 PSI)
6.50" Very Pale Brown Sandy Clay w/Gravel & Stone
5.00" NMAC
53 100' S. of W. Richmond Avenue (C/L) 6.50" Concrete (5041.0 PSI)
7.50" Dark Gray Clay w/Greve� & Stone
4.00" NMAC
54 1919 8th Avenue (E!5) 8.50" Concrete (6934.0 PSI)
8.50" Brown Sandy Clay Gravel
3.00" HMAC
55 2001 8th Avenue (N/4) 9.00" Concrete (6913.0 PSI)
9.00" Lt Gray Sandy Clay w/Gravel & Stone
5.00" HMAC
56 2115 8th Avenue (C/L) 9.00" Concrete (6913.0 PSI)
2.00" Gray Clay Gravel
6.00" Yellowish Brown Shady Clay
4.00" HMAC
57 2115 Slh Avenue (E/S) 10.00" Concrete (6t80.0 PSI)
8.00" Brown Sandy Clay w/Gravel
3.25 HMAC
58 300' S. of Mitcheli (W/4) 7.75" Concrete (6756.0 PSI)
9.00' Gray Clay w/Gravei
4.50" HMAC
59 2255 Sth Avenue (G�) 8.00" Concrete (6962.0 PSI)
8.50" Yellowidh Brovm Sandy Clay w/Gravel Stone
3.00" HMAC
60 2263 8th Avenue (E/4j 7.00" Concrete (6777.0 PSI)
5.00" Brown Sandy Clay Gravei Stone
5.00" Gray C�ay w/Gravel
4.50" HMAC
61 10' N. of Jessamine at 8th (W/4) 8.00" Concrete (7505.0 PSI)
6.50" Yellowish Brown Sandy Clay w/Gravel & Stone
3.00" Gray Clay w/Gravel & Stone
H-3
������ 7636 Pebble Drive
ENGINEERII�TG, II�TC. Fottwo��,,����r���s
w�vw,cmjengr.com
November 8, 2012
Kimley-Horn and Associates, Inc
801 Cherry Street, Unit 11, Suite 950
Forf Worfh, ?exas 76102-6803
Attn: Ms. Emily Dondzila, E.I.T.
RE: REPORT 103-12-146
MEDlCAL DISTRICT WATER DISTRIBUTION
SYS7EM 1MPROVEMENTS, PART 3
' W„ OLEANDER SiREET AND 8iH AVENUE
FC}RT WORTW, TEXAS
Dear Ms. Dondzila ;
#NTRODUCTION
CMJ Engineering, inc, is pleased to present herein the results of the geoischnical engineering
investigation for the referenced project, This study was pertormed in general accordance with
CMJ Proposal No, 12-3857 dated September 27, 2012. The geotechnical services were
authorized by Kimley-Horn and Associates, Inc, via Standard Agreement far Professional
Services dated October 5, 2Q12 signed by Mr. Scott R, Arnold
Water utility improvements are planned within the medical district in Fort Worth, Texas The
project limits inciude: W. Oleander Street from 9th Avenue to 8"' Avenue and 8th Avenue from W.
Oleander Street to W Arlington Avenue. The new lines wili range in size from 12 to 24 inches.
No engineering analyses have been requested Plate A.1, Plan of Borings, depicts th� locatian
of exploration borings
SUBSURFACE CONDITIONS
Subsurface maierials were explored by faur (4) borings at locatians selacted by Kimley-Horn
and Associates. Borings B-1 and B-2 were drilled to a depth of 15 feet and Boring B-3 was
drill�d to a depth af 20 feet Boring B-4 was terminated at a depth of 5 feet due to encountering
a possible utility line, versus the planned 15-foot depth, 7he borings were drilled using truck
mounted drill equipment at the approximate locations shown on the Plan of Borings, Plate A 1.
Phone i817) 284-9400 Far (817) >89-9993 Metro ($17) �89-9992
CMJ ENGINESRTNG, INC..
Kimley-Horn and Associates, Inc
CMJ Report No 103-12-146
November 8, 2012
Page 2
The boring logs are included on Plates A,4 through A,7 and keys to classifications and symbols
used on the logs are provided on Plates A,2 and A.3.
Specific types and depths of subsurface strata encountered at the boring locations are shown
on the boring logs in Appendix A, The generalized subsurface stratigraphy encountered in the
borings is discussed below.
Asphalt is present at the surface in all barings, with thicknesses of 1'/z to 4% inches Concrete
is present beneath the asphalt surfacing in ali borings, with thicknesses ranging fram 4 to 9'/2
inches Fiils was noted below the pavement in Boring B-4, consisting of brown clayey sand and
sand with sandstone firagments and gravel. Boring B-4 was terminaied within ihe granular fill af
a depth of 5 feet atop a hard object (possibie utility). Natural soiis consist of light brown, brown,
and gray silty ciays and shaly siity clays of moderate to high plasticity. Calcareous deposits are
present throughout the natural soils encountered. Fractured limestone seams are noted within
the silty clays in Boring B-2
The various soils encountered had Liquid Limits (LL) of 24 to 5Q with Plasticity Indices (PI) of 6
to 29 and are classified as SC, CL, and CH by the USCS. The various clayey soils were
generally very stiff to hard (soil basis) in consistency with pocket penetrometer readings of 3 5
to over 4,5 tsf. Tested unit weighf values range from 104 to 119 pcf and unconfined
compressive strengths varied from 2,740 to 9,730 psf.
Tan limestone is presenf in Borings B-2 and B-3 at 3 to 4 feet. The tan limestone contains
occasional clays seams and is hard to very hard (rock basis), with Texas Cone Penetrometer
(THD) values of '/ to 1'/ inches per 100 biows. Boring B-2 was terminated within the tan
limestone at 15 feet.. Gray limestone is then present in Borings B-1 and B-3 at depths of 10 and
13 feet below existing grade, respectively. The gray limestane contains occasional shale seams
and is very hard (rock basis), exhibiting Texas Cone Penetrometer (THD) values of �/ to 5/ inch
per 100 blows. Borings B-1 and B-3 were terminated within the gray limestone at 15 to 20 feet,
The barings were advanced using continuous flight augers to observe the possibility of ground
water during drilling Graund-wat�r seepage was noted in Boring B-1 at 10 feet during drilling.
Borings B-2 through B-4 were dry during drilling and all borings were dry at drilling completion.
It should be recognized that ground water conditions will vary with fluctuations in rainfall,
Fluctuations of the ground water level can occur due ta seasonal variations in the amount of
rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factars not
CM� ENGINEERING, INC.
Kimley-Horn and Associates, Inc
CMJ Reporf No 103-12-146
' November S, 2012
Page 3
evident at the time the borings were perforrned.. The possibili#y exists that perched water may
trap at�p rock, or flow within permeable sand/gravel seams, particularly after periods of heavy
or extended rainfall.
Water traveling through the soii (subsurface water) is often unpredictable. This could be due to
seasonai changes in ground-water and due to the unpredictab[e nature of ground-water paths.
Therefore, it is necessary during construction for the contractar to b� observant for ground-
water seepage in �xcavations in order to assess the situation and take appropriate action.
EXCAVATION COMMENT
' 4verburden soils encountered overlying the limestones present in the borings can easily be
excavated using conventional earthwork equipment. Excavations/drilling below approximate 3-
to 10-foot depths will encounter massive limestone units The limestone is hard to very hard
and can be ex#remely difficult to remove or excavate with conventional equipment, Special
t�chniques for drilling/ripping/rock removal can be expected through this hard to very hard rock
in addition, overexcavation should be anticipated within the limestones for open cuts.
Overexcavation may result from large blocks or chunks breaking along weather�d seams or
jointed seams beyond the planned excavation.
Ground-water couid seep into bore/tunnel excavations. Cuts into limestone can serve as
conduits to direct perched water towards the bore excavation Water seepage can decrease the
stabi(ity of the bore/tunnel excavation sidewalls.
EARTHWORK
Site Pr�paration
The subgrade should be firm and able to support the construction �quipment without
displacement. Soft or yielding subgrade should be corrected and made stable before
construction proceeds, The subgrade should be proof rolled to detect soft spots, which if exist,
should be excavated to provide a firm and otherwise suitable subgrade Proof ro(ling should be
, performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of
equipment, The proof rolling operations should be observed by the project geotechnical
engineer or his/her representative.
CMT �NGINEERING, INC„
Kimley-Morn and Associates, Inc.
CMJ Report No. 103-12-146
November 8, 2012
Page 4
P(acement and Compaction
Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness,
The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones
requiring harrd-operated power compactors or smali self-propelled compactors, The fi11 material
should be uniform with respect to material type and moisture content.. Ciods and chunks of
material should be broken down and the fill material mixed by disking, blading, or plowing, as
necessary, so that a material of uniform moisture and density is obtained for each lift Water
required for sprinkling to bring the fill material to the proper moisture content should be applied
eveniy through each layer
The on-site soils are suitable for use in general site grading. Imported fill material under the
structures should be flexible base or grad�:d stone and no rock greater than 4 inches in
maximum dimension, The fill materials should be free of vegetation and debris.
Flexible base or soil fill material should be compacfed to a minimum density of 95 percent of
maximum dry density as determin�d by ASTM D 698, Standard Proctor, Graded stone should
be compacted to a minimum of 70 percent relative density per ASTM D 4253 and D 4254. ln
canjunction with the compacting operation, the fill material should be brought to the proper
rnoisture content. The moisture content for general earth fill should range from 2 percentage
points below optimum to 5 percentage points above optimum (-2 to �5).. These ranges of
moisture contents are given as maximum recommended ranges. For some soils and under
some conditions, the contractor may have to maintain a more narrow range of moisture content
(within the recommended range) in order to consistently achieve the recommended density.
Fieid density tests should be taksn as each lift of fill material is placed.. As a guide, one field
density test per lift for each 5,000 square feei of compacted area is recomrnended For small
areas or critical areas the frequency of testing may need to be increased to one tesf per 2,50Q
square feet. A minimum of 2 tests per lift should be required T'he earthwork operations should
be observed and tested on a continuing basis by at� experienced geotechnician working in
conjunction with the project geotechnical engineer..
Each lift should b� compacted, tested, and approved before another lift is added The purpose
of the field density tests is to provide some indication that uniforrn and adequate compaction is
being obtained. The actual quality of the fill, as compacted, should be the responsibility of the
CIdIj LNGINBERTNG, INC.
Kimley-Morn and Associates, Inc.
CMJ Report No 103-12-146
Novembar 8, 2012
Page 5
contractor and satisfactory results from the tests shauld not be considered as a guarantee of the
quality of the contractor's filling operations.
Trench Backfill
Trench backfill for pipelines or other uiilities should be proper{y placed and campacted, Overly
dense or dry backfill can swell and create a mound along the completed trench line. Loose or
wet backfili can settle and form a depression along the completed trench line Distress to
' overlying structures, pavemenfs, etc. is likely if heaving or settiement occurs, On-site soil fill
' material is recommended for trench backfill. Care should be taken not to use free draining
granular material, to prevent the backfilled trench from becaming a french drain and piping
surFace or subsurface water beneath structures, pipelines, or pavements, If a higher class
bedding materia! is required for the pipelines, a lean concrete bedding will lirnit water intrusion
into the trench and will noi require compaction aft�r placement. The soil backfill should be
placed in appraximately 4- to 6-inch loose lifts. The density and moisture content should be as
recommended for fill in the previous section, Placemenf and Compaction, of this report.. A
minimum of one field density test should be taken per lift for each 150 linear feet of trench, with
a minimum of 2 tests per lift..
Excavation
The side slopes of excavatians through the overburden soils should be made in such. a manner
to provide for their stability during construction. Existing structures, pipelines or other facilities,
which are constructed prior to or during the currenily proposed construction and which require
excavation, should be protected from loss of end bearing or {ateral support.
Temporary construction slopes and/or permanent embankment slopes should be protected from
' surtace runofF water. Site grading should be designed ta allow drainage at planned areas where
erosion protection is provided, instead of a{lowing surface water to flow down unprotected
slapes
The contractor must comply with all applicable safety regulations concerning trench safety and
excavations including, but not limited to, OSHA regulations,
CMJ ENGTNEERING, INC„
Kimley-Horn and Associates, Inc
CMJ Report No. 103-12-146
November 8, 2012
Page 6
Acceptance of fmported Fill
Any soil imported from off-site sources should be tested for compliance with the
recommendations for the particular application and approved by the project geatechnical
engineer prior ta the materials being used. The owner should also require the contractor to
obtain a writte��, notarized certification from the landowner af each propased off-site soil borrow
source stating that to the best of th� landowner's knowledge and belief there has never been
contamination of the borrow source site with hazardous or toxic materials. The certification
should be furnished to tne owner prior to proceeding to furnish soils to the site. Soil materials
derived from the excavation of underground petroleum storage tanks should not be used as fill
on this project.
Erasion and Sediment Control
All disturbed areas should be protected from erosion and sedimentation during construction,
and all permanent slapes and other areas subj�ct to erosion or sedimentation should be
provided with perman�nt erosion and sediment control facilities. Ail appficable ordinances and
codes regarding erosion and sediment control shouid be followed.
Utitities
Care should be taken that utility cuts are not left open for extended periods, and that the cuts
are properly backfill�d. Backfilling should be accomplished with properly cornpact�d on-site
soils, rather than granular materials.
Trench excavations shouid be sloped or braced in the interest of safety, Attention is drawn to
OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench
excavations greater than 5 feet in depth
REPORI'CLOSURE
The locafions and elevations of the borings should be considered accurate only to the degree
implied by the methods used in their determination. The boring logs shown in fhis report contain
information related to the types of soil encountered at specific locations and times and show
lines delineating the interface between these materials, The logs also contain our field
representative's interpretation of conditions that are believed to exist in thos� depth intervals
CMJ ENGINEERING, INC.
Kimley-Horn and Associates, Inc
CMJ Report No. 103-12-146
November 8, 2012
Page 7
: between the actual samples taken.. Therefore, these boring logs contain both factuai and
' interpretive information Laboratory soil classification tests were not pertormed on soil samples
collected fram the borings. Visual-manual procedures were used to generally ciassify each
stratum. Therefore, it should be understood that the ciassificatian data on the logs of borings
repres�nt visual estimates of c(assifications for those portions of each stratum on which the full
range of faboratory soil classification tests were not performed It is not implied that these logs
are representative of subsurface conditions at other locations and times,
With regard to ground-water conditions, this report presents data on ground-water levels as they
were observed during the course of the field work.. in particular, water (evel readings have been
made in the borings at the times and under conditions stated in the text of the report and on the
boring logs. It should be noied that fluctuations in the level of the ground-water table can occur
with passage of time due to variations in rainfall, temperature and other factors, Also, this report
does not include quantitative information on rates of flow of grvund water into excavations, on
pumping capacities necessary to dewater the excavations, or on methods of dewatering
excavations, Unanticipated soii conditions at a canstruction site are commonly encountered
and cannot be fully predicted by mere soil samples, test borings or test pits„ Such unexpected
conditions frequently require that additional expenditures be made by the owner io attain a
properly designed and constructed project, Therefore, provision for some contingency fund is
recommended to accommodate such potential extra cost.
This report has been prepared for use in developing an overall design concept. Raragraphs,
statements, test resufts, boring logs, diagrams, etc. should not be taken out of context, nor
utilized without a knowledge and awareness of their intent within the overall concept of this
report. The reproduction of this report, or any part thereof, supplied to persons other than the
owner, should indicate that this study was made for design purposes only and that verification of
the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc
are responsibilities of the contractor
This report has been prepar�d for the exclusive use of Kimley-Horn and Associates, 1nc. for
specific application to the design of this project. The only warranty made by us in connection
with the services provided is that we have used that degree of care and skill ordinarily exercised
under similar conditions by reputable members of our profession practicing in the same or
similar locality, No other warranty, expressed ar implied, is made or intended,
�*�*
CMJ ENGINEERING, INC,.
Kimley-Horn and Associates, Inc
CMJ Report No. 103-12-146
November 8, 2012
Page 8
We appreciate fhe opportunity to perform this inves�igation The following plates are attached
and complete this report:
Plates A 1- Plan of Borings
Plate A.2 - Unified Soil Classification System
Plate A.3 - Key to Classification and Symbols
Plates A.4-A.7 - Logs of Borings
R�spectfully submitted,
CMJ ENGINEERING, INC.
TGXr#S TIRM R$GiSIRAIION NO. P-9177
�
r(}� � � �' �
�
Jam� P, Sappington, IV, P.E.
Proje Engineer
Texas No, 97402
.��aae\e
r ��P.�E O��TE�,�� ��J
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� JAMES P, 5APPINGTON, IV �
.................... d., i
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�j °-p' , 97g02 .''t��d
�`o� � ���NA �NG;�,; �
copi�s submitted: (3) Ms Emily Dondzila, E.I.T.; Kimisy-Horn and Associates, Inc. (by mail)
(1) Ms Emily Dondzila, E.I.T ; Kimley-Horn and Associates, Inc. (by e-mail}
8or,nq Locotion
__
0 250 500 Feet
Approxrmote Scole
���
PLAN OF BORINGS
C� J�,NGIN�BRTNG, INC_ wATER DfSTRlBUT10N SYSTEM iMPROVEMEN7S, P,4rtT 3 PLATE
MEDtCAL DiSTRlCT A �
W OLEANDER STREET ANb 8TH AVENUE
CMJ PROJecr No. t03-12-146 FoRr WoRrt�, TExas
��
Major Divisions Sym Typical Names Laboratory Classification Criteria
m �� Well-graded gravels, gravei- '� p (p�o)2
� �� GW sand mixtures, littl2 of n0 u��i C„= -60 greater than 4: C�= ------- between 1 and 3
�n �`� fIf18S �,�°� ��o ��o x �eo
C � � � a U y
N p
�� N �° Pooriy graded gravels, gravei ��� E
N � �, c� � GP sand mixtures, little or no �, c� �� Nof ineeting all gradation requirements for GW
�
> j � � fines Q � � �
a� ro�� � ��
� � ,� o v, � �, � � :�. Liquid and Plastic limits
n a Z � o Siity gravels, grave4-sand-silt N c.� ,� Liquid and piastic limits
below "A" line or P I �ottin in hatched zone
o �� ��� GM mixtures �; :� greaker than 4 p g
� c�, ��� �� ;� between 4 and 7 are
�� � �, �, �=- a� o : ti borderline cases
�, i, Q N� ; � Liquid and Plastic limits
� >� Clayey gravels, gravel-sand- N N , requiring use of dual
°� o � o. GC c o :� above 'A" line with P.I Symbols
.� � � � n. clay mixtures c� z
c� Q �_ ;� greater than 7
c� N
o •- ; o
� 'ro °' ; Well-graded sands, gravelly `� ro ` °q pso (°'°12
��ia �� S�/V �� C� —•-- greater than 6: C�= ---------•--- belween 1 and 3
� E �,� sands, little or no fines � y D�o ��o X pco
p � cn � p � c
U� �n v�� Q
d � C �.. 'O U : �
� � N � � Poorly graded sands; � � � � ;
° �� v� SP gravelly sands, little or no c�, � � ; Not meeting all gradation requirements for SW
� " > � fines N w � o, .,.;
a�°� oo �-cv�
� � o� p t� N Ui `�' (�j .
»-� v� a •..� �, � ��� Liquid and Plastic limits
� �� °� SM Silt sands, sand-silt mixtures C a;,; �� cv below "A" line or P.1 less Li uid and plastic limits
0
„- c Y a� � 3 �n a� .-
�� ��� `� o� o o than 4 plotting between 4 and 7
� "-' •� � � Q o � -� � v> are borderline cases
� �°``� ��' `0 Liquid and Plastic limits requiring use of dual
o `6 �' SC Clayey sands, sand-clay E�� above "A" line with P I symbols
� � a mixtures ���� greater than 7
a oo �
Inorganic silts and very fine
sands, rock flour, silty or
,� M�' clayey fine sands, or clayey
�, � si{ts with slight plasticity
>. .c 60
7 � N Inorganic clays of law to
N �`� CL m�dium plasticity, gravelly
o N•� clays, sandy clays, silty clays, 50
c� =' = and lean clays
o Cn ;� CH
2 �
ro � Organic s'slts and organic silty Qp
�� OL clays of low plasticity �
'o °' D
� �° � 30
a� Inorganic silts, micaceous or �
a•`� � MH diatomaceous fine sandy or a '� OH a d MH
a' ° o silty soils, elastic silts �P
C Q: � � 2O
a
�-�- � U � CL
° � °' CH �norganic clays of high
� � a' plasticity, fat clays �
� � '� �
� � _ � ML a d OL
r �
�' � ON Organic clays of inedium to °o �0 2o so 40 �o so 7o ao so ioo
� � high plasticity, organic silts
v Liquid Limit
��;o �t Peat and other highly organic Plasticity Charf
z °' �, soils
O
UNIFIED SOIL CLASStFICATlON SY5iEM PLATE A.2
SOIL OR ROCK TYP�S
a. ,,. GRAVEL LEAN CLAY LIMESTONE
� a
� �• . • �
• � • SAND � • e SANDY _.-.. SHALE
. � .� .
SI�T SILT' �. SANDSTONE
CLAYEY ��GHLY CONGLQMERATE Shelby Auger Split Rock Cone No
PLAST{C CLAY - Tube Spoon Core Pen Recovery
TERMS DESCRIBING CONSiSTENCY, CONDl7lON, AND STRUCTURE OF SOIL
Fine Grained Soils �Mo�e tnan so�io Passing No 200 Sieve}
Descriptive ltem Penetrometer Reading, (tsfl
Soft 0 0 to 1 0
Firm 1.0 to 1 5
Stiff 1 b to 3 0
Very Stiff 3 0 to 4 5
Hard - 4 5+
CO�iS@ Gt'al f18CI SOf (S (More than 50°/a Retained on No 200 Sieve)
Penetration Resistance Descr�iptive Item Relaiive Density
(blowslfoot)
0 to 4 Very Loose 0 to 20%
4 to 10 Loose 20 to 40%
10 to 30 Medium Dense 40 to 70%
30 to 50 Dense 70 to 90%
Over 50 Very Dense 90 to 100%
Soil Structure
Calcareous Contains appreciable deposits of cafcium carbonate; generally nodular
Slickensided Maving inclined planes of weakness that are slick and giossy in appearance
Laminat�d Camposed of thin layers of varying color or texture
Fissured Containing cracks, sometimes filled with flne sand or siit
lnterbedded Composed of alternate layers of different soii types, usually in approximately equaf proportions
TERMS DESCRIBING PHY5ICAL. PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soi{s
Soft Can be scratched with fingernail
Moderate(y Hard Can be scratched easily wiih knife; cannot be scratched with fingernai{
Hard Difficult to scratch with knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cementing materials and iron oxide are common cementing materials
Degree of Weathering
Unweathered Rock in its natural state betore being exposed to atmospheric agents
Siightly Weathered Noted predominantly by color change with no disintegrated zones
Weathered Complete color change with zones of slightly decomposed rock
Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil
KEY TO CLASSIFICATiON AND SYM80L5 PLATE A.3
Pro'ect No Borin No Pro'ect L; j ENcit�rsEruNci�c
� s 1 Medical District Water Distribution System Improvemen , Part 3
103-12-146 B-'� W. Ofeander Street and 8th Avenue - Fort Worth, 7exas
Location Water Observations
See Plate A.1 Seepage at 10' during drilling; dry at completion
Completion Compleiion
Depfh 15 �� Date � 0_23-12
Surface Elevation Type (
B-53, w/ CFA
V- O N 0
� � �- pj N � lL
Q. > E `o •S o o �..' � o a.
o � `� Straium Description �� Z " °' `�
� � e �-� �� o o � �� �a ���
' `n�LL; � v v_ . U_ ti x � a� �U o n,�
U � 3c �n> '�`= �'= Na� Nc . c>E�
a a mai�-' aii� �'._-�, a� a��c°� �a �cia
ASPHALT, 1.5 inches thick 4.5+ 12
CONCR�TE, 4 inches fhick 4.5+ 10 119 5540
S1LTY CLAY / CLAY, light brawn w/ calcareous 4.5+ 16
deposits, hard 4.5+ 50 21 29 1A
5 4.5+ 16
SHALY 51LTY CLAY, light brown w/ calcareous 4.5+ 22 104 9730
deposits, hard
10 _ 4.5+ q2 18 24 16
I.IMESTONE, gray w! occasional shale seams
very hard
15 ------------------.
— — — — 100/0.6" 6
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o LOG OF BORING NO. B-'I PLAi'E A.4
C ENGINEERNG Ii�1C
Project No. Boring No. Project Medical District Water Disiribution System Improvemen , Part 3
103-12-146 B-2 W. Oleander Street and 8th Avenue - Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry dur�ing drilling; dry at completion
Compietion � Completion
Depth �� a. Date 10-23-12
i Surface Elevation j Type � � ;
8-53, w! CFA �
�- b N O �
Y � Q. QI N . C Ll..
i1. T � � :O Z \ .%' � � N O'
o � � Stratum Description � � � �� o � �� � � � � � � N
� ` in�LL =� �o _ ��_ �x �a; qU Qn'd
U � �� N> ��� N^ NN '�c :�-�,ri c�E�
w CJ oo�U? m�u a�E m� �-o 0o c9 coo
� � m�I— av� ::,� d� a5 �c.� �..� �Uo.
> a._a.: ASPHALT, 3 inches thick �
CONCRETE, 7.76 inches thick 4.5+ 26 20 6 14
51LTY CLAY, light brown and gray, w/ calcareous 3.5 13 114 2740
deposits and occasionai fractured limestone
seams, very stiff to hard
g LtMESTONE, tan, w! occasional clay seams, very 00/0.25'
hard
9
100/0.5"
10 ._._ ....._...,.,, ._.,,._
15 ----_______.__--------__
10010.9" 9
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�, LOG OF BORING N0. B-2 PLATE A.� �
ENGIIVLERI�IG INC
Project No Boring No project Medical District Water Distribution System Improvemen , Par�t 3
103-92-146 B-� W. Oleander� Street and 8th Avenue - Fart Worth, Texas
location Water Observations
See Plate A.1 Dry during drilling; dry at completion
Completion Completion
Depth 2a.0' Date .� 0-23-'12
Surface Etevation Type
B-53, w! GPA
w �
� � .
� o. p� N , c u-
a, �, � o.S o a 'a � d-
o � � Stratum Description � � mo o � � �-� �,_ � v N
� 0 i n( x� N aS -o�, �� ' � x N� C� U o a T�
c.� 3 � N> '� •— in =�v, tu c. t� E�
W Ci aa�� m� crE !�� ��o 0o c� �oo
� a m a t-= a cn _J J a. � a. 5� U �.� � U a.
� a ASPHALT, 2.25 inches thick
CONCRETE, 6 inches thick 4.5+ � 16 112 5540
SILTY CLAY, brown, w/ calcareous deposits hard 4.5+ 40 17 23 12
-light brown below 2' 4.5+ 7
LIMESTON�, tan w/ occasional clay seams hard 100l0.6"
- 5 to very hard
9
10 00/1.75'
LIMESTONE, gray, w/ occasiona) shale seams,
very hard 00/0.25' 8
15
100/0.5" 8
20 -----------------------
�
�
�
�
�
�
LOG OF BORWG NO. B-3 PLATE A.6
r+a .(Y ... ..... ......... .... .. ....
�,+ � � 7636 Pebble Drive
EloTGIl\TEEIZII�G, II�TC. Fa��two��th,TeX���ii8
w �f '
�YW W. CITI� CIlbI'. COIIl
August 22, 2013
Kimley-Horn and Associates, Inc.
801 Cherry Street, Unit 11, Suite 950
Fort Worth, Texas 76102-6803
Attn: Ms. Emily Dondzila, E.I.T.
RE: REPORT 103-13-163
MEDICAL DISTRIC7 WATER SYSTEM IMPROVEMENTS
ADDITIONAL EXPLORATION
SOUTH OF ARLINGTON AVENUE
FORT WORTH, TEXAS
Dear Ms. Dondzila :
INTRODUCTION
CMJ Engineering, Inc. is pieased to present herein the results of the geotechnical engineering
investigation for the referenced project. This study was performed in general accordance with
CMJ Proposal No. 13-4814 dated April 24, 2013. The geotechnical services were �uthorized by
Kimley-Horn and Associates, Inc. via Standard Agreement for Professional Services dated May
30, 2013.
Water utility improvements are planned within the medical district in Fort Worth, Texas. The
project limits are 8`h Avenue from W. Arlington Avenue to Jessamine Street. The new lines will
range in size from 12 to 24 inches. No engineering analyses have been requested. Plate A.1,
Plan of Borings, depicts the location of exploration borings.
SUBSURFACE CONDITIONS
SubsurFace materials were explored by two (2) borings at locations selected by Kimley-Horn
and Associates. Borings B-5 was drilled to a depth of 20 feet and Boring B-6 was drilled to a
depth of 15 feet_ The borings were drilled using truck mounted drill equipment at the
approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on
Plates A.4 and A.5 and keys to classifications and symbols used on the logs are provided on
Plates A.2 and A.3.
Phone (817) 284-9400 F:ix (817) 589-9993 Metro (817) �89-)992
CMT ENGINEERING, INC.
Kimley-Horn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 2
Specific types and depths of subsurface strata encountered at the boring locations are shown
on the boring logs in Appendix A. The generalized subsurFace stratigraphy encountered in the �
borings is discussed below.
Asphalt is present at the surFace in all borings, with thicknesses of 43/4 to 5 inches. Concrete is
present beneath the asphalt surfacing in all borings, with thicknesses ranging from 8'/z to 10'/4
inches. Soils encountered consist of brown and gray clays and sandy silty clays. These clays
occasionaily contain calcareous nodules and limestone fragments.
The various soils encountered had Liquid Limits (LL) of 25 to 61 with Plasticity Indices (PI) of 9
to 41 and are classified as CL and CH by the USCS. The various clayey soiis were generally
stiff to very stiff (soil basis) in consistency with pocket penetrometer readings of 2.5 to 4.25 tsf.
Tested unit weight values range from 93 to 101 pcf and unconfined compressive strengths
varied from 2,160 to 2,650 psf.
Tan limestone with clay seams and layers is present in the borings at depths of 6 to 9 feet. The
tan lirnestone is hard to very hard (rock basis), with Texas Cone Penetrometer (THD) values of
0.6 to 1.1 inches per 100 blows. Gray limestone with shale seams is then present in the borings
at depths of 8 to 12 feet below existing grade. The gray limestone is very hard (rock basis),
exhibiting Taxas Cone Penetrometer (THD) values of 0.6 to 0.75 inch per 100 blows, Borings
B-5 and B-6 were terminated within the gray limestone at depths of 15 to 20 feet.
The borings were advanced using continuous flight augers to observe the possibility of ground
water during drilling. Ground water seepage was not encountered in the borings, and all
boreholes were dry at drilling completion.. It should be recognized that ground water conditions
will vary with fluctuations in rainfall. Fluctuations of the ground water level can occur due to
seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity
of soil strata; and other factors not evident at the time the borings were performed. The
possibility exists that perched water may trap atop rock, or flow within permeable sand/gravel
seams, particularly after periods of heavy or extended rainfall.
Water traveiing through the soil (subsurface water) is often unpredictable. This could be due to
seasonal changes in ground-water and due to the unpredictable nature of ground-water paths.
Therefore, it is necessary during construction for the contractor to be observant for ground-
water seepage in excavations in order to assess the situation and take appropriate action.
CMJ ENGINEERING, INC.
Kimley-Horn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 3
EXCAVATION COMMENT
Overburden soils encountered overlying the limestones present in the borings can easily be
excavated using conventional earthwork equipment. Excavations/drilling below approximate 6-
to 9-foot depths will encounter massive limestone units_ The limestone is hard to very hard and
can be extremely difficult to remove or excavate with conventional equipment. Special
techniques for drilling/ripping/rock removal can be expected through this hard to very hard rock�
In addition, overexcavation should be anticipated within the limestones for open cuts.
Overexcavation may result from large blocks or chunks breaking along weathered seams or
jointed seams beyond the planned excavation�
Ground-water could seep into bore/tunnel excavations. Cuts into limestone can serve as
conduits to direct perched water towards the bore excavation. Water seepage can decrease the
stability of the bore/tunnel excavation sidewalls.
EARTHWORK
Site Preparation
The subgrade should be firm and able to support the construction equipment without
displacement. Soft or yielding subgrade should be corrected and made stable before
construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist,
should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be
performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of
equipment. The proof rolling operations should be observed by the project geotechnical
engineer or his/her representative.
Placement and Compaction
Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness.
The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones
requiring hand-operated power compactors or small self-propeiled compactors. The fill material
should be uniform with respect to material type and moisture content. Clods and chunks of
material should be broken down and the fill material mixed by disking, blading, or plowing, as
necessary, so that a material of uniform moisture and density is obtained for each lift. Water
CMJ ENGINEERING, INC.
Kimley-Horn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 4
required for sprinkling to bring the fill material to the proper moisture content should be applied
evenly through each layer.
The on-site soiis are suitable for use in general site grading. Imported fill material under the
structures should be flexible base or graded stone and no rock greater than 4 inches in
maximum dimension. The fill materials should be free of vegetation and debris.
Flexible base or soil fill material should be compacted to a minimum density of 95 percent of
maximum dry density as determined by ASTM D 698, Standard Proctor. Graded stone shouid �
be compacted to a minimum of 70 percent relative density per ASTM D 4253 and D 4254. In
conjunction with the compacting operation, the fill material should be brought to the proper
moisture content. The moisture content for general earth fill should range from 2 percentage
points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of
moisture contents are given as maximum recommended ranges. For some soils and under
some conditions, the contractor may have to maintain a more narrow range of moisture content
(within the recommended range) in order to consistently achieve the recommended densi#y.
Field density tests should be taken as each lift of fill material is placed. As a guide, one field
density test per lift for each 5,000 square feet of compacted area is recommended. For small
areas or critical areas the frequency of testing may need to be increased to one test per 2,500
square feet. A minimum of 2 tests per lift should be required. The earthwork operations should
be observed and tested on a continuing basis by an experienced geotechnician working in
conjunction with the project geotechnical engineer.
Each lift shauld be compacted, tested, and approved before another lift is added. The purpose
of the field density tests is to provide some indication that uniform and adequate compaction is
being obtained. The actual quality of the fill, as compacted, should be the responsibility of the
contractor and satisfactory results from the tests should not be considered as a guarantee of the
quality of the contractor's filling operations.
Trench Backfill
Trench backfill for pipelines or other utilities should be properly pfaced and compacted. Overly
dense or dry backfill can swell and create a mound along the completed trench line. Loose or
wet backfill can settle and form a depression along the completed trench line. Distress to
overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site soil fill
CMT ENGINEERING, Ir?C.
Kimley-Horn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 5
material is recommended for trench backfill. Care should be taken not to use free draining
granular materiai, to prevent the backfilled trench from becoming a french drain and piping
surface or subsurface water beneath structures, pipelines, or pavements. If a higher class
bedding materiai is required for the pipelines, a lean concrete bedding will limit water intrusion
into the trench and will not require compaction after placement. The soil backfill should be
placed in approximately 4- to 6-inch loose lifts. 7he density and moisture content shouid be as
recommended for fill in the previous section, Placement and Compaction, of this report. A
minimum of one field density test should be taken per lift for each 150 linear feet of trench, with
a minimum of 2 tests per lift.
Excavation
The side slopes of excavations through the overburden soils should be made in such a manner
to provide for their stability during construction. Existing structures, pipelines or other facilities,
which are constructed prior to or during the currently proposed construction and which require
excavation, should be protected from loss of end bearing or lateral support.
Temporary construction slopes and/or permanent embankment slopes should be protected from
surface runoff water. Site grading should be designed to allow drainage at planned areas where
erosion protection is provided, instead of allowing surFace water to flow down unprotected
slopes.
The contractor must comply with all applicable safety regulations concerning trench safety and
excavations including, but not limited to, OSHA regu�ations.
Acceptance of Imported Fill =
Any soil imported from off-site sources should be tested for compliance with the
recommendations for the particular application and approved by the project geotechnical
engineer prior to the materials being used. The owner should also require the contractor to
obtain a written, notarized certification from the landowner of each proposed off-site soil borrow
source stating that to the best of the landowner's knowledge and beliefi there has never aeen
contamination of the borrow source site with hazardous or toxic materials. The certification
should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials
derived from the excavation of underground petroleum storage tanks should not be used as fill
on this project.
CMj ENGINEERING, INC.
Kimley-Horn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 6
Erosion and Sediment Control
All disturbed areas shouid be protected from erosion and sedimentation during construction,
and all permanent slopes and other areas subject to erosion or sedimentation should be
provided with permanent erosion and sediment control facilities. All applicable ordinances and
codes regarding erosion and sediment control should be followed.
Utilities
Care should be taken that utility cuts are not left open for extended periods, and that the cuts
are properly backfilled. Backfilling should be accomplished with properly compacted on-site
soils, rather than granular materials.
Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to
OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench
excavations greater than 5 feet in depth.
REPORT CLOSURE
The locations and elevations of the borings should be considered accurate only to the degree
implied by the methods used in their determination. The boring logs shown in this report contain
information related to the types of soil encountered at specific locations and times and show
lines delineating the interface between these materials, The logs also contain our field
representative's interpretation of conditions that are believed to exist in those depth intervals
between the actual samples taken, Therefore, these boring logs contain both factual and
interpretive information. Laboratory soil classification tests were not performed on soil samples
collected from the borings. Visual-manual procedures were used to generally classify each
stratum. Therefore, it should be understood that the classification data on the logs of borings
represent visual estimates of classifications for those portions of each stratum on which the full
range of laboratory soil classification tests were not performed.. It is not implied that these logs
are representative of subsutface conditions at other iocations and iimes.
With regard to ground water conditions, this report presents data on ground-water levels as they
were observed during the course of the field work. In particular, water level readings have been
made in the borings at the times and under conditions stated in the text of the report and on the
CMJ ENGINEERING, INC.
Kimley-Horn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 7
boring logs. It should be noted that fluctuations in the level of the ground water table can occur
with passage of time due to variations in rainfall, temperature and other factors, Also, this report
does not include quantitative information on rates of flow of ground water into excavations, on
pumping capacities necessary to dewater the excavations, or on methods of dewatering
excavations. Unanticipated soil conditions at a construction site are commonly encountered
and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected
conditions frequentiy require that additional expenditures be made by the owner to attain a
properiy designed and constructed project. Therefore, provision for some contingency fund is
recommended to accommodate such potentiai extra cost.
This report has been prepared for use in developing an overall desic�n concept. Paragraphs,
statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor
utilized without a knowledge and awareness of their intent within the overall concept of this
report. The reproduction of this report, or any part thereof, supplied to persons other than the
owner, should indicate that this study was made for design purposes only and that verification of
the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc.
are responsibilities of the contractor.
This report has been prepared for the exclusive use of Kimley-Horn and Associates, Inc, for
specific application to the design of this project. The only warranty made by us in connection
with the services provided is that we have used that degree of care and skill ordinarily exercised
under similar conditions by reputable members of our profession practicing in the same or
similar locality. No other warranty, expressed or implied, is made or intended.
****
CMJ ENGINEERING, INC.
Kimley-Norn and Associates, Inc.
CMJ Report No. 103-13-163
August 22, 2013
Page 8
We appreciate the opportunity to perform this investigation. The following plates are attached
and complete this report�.
Plate A.1 -
Plate A.2 -
Plate A.3 -
Plates A.4-A.5 -
Respectfully submitted,
CMJ ENGINEERING, INC.
TIIXAS FIRM REGIS7RA7ION NO. F-9177
;.
Plan of Borings
Unified Soil Classification System
Key to Classification and Symbols
Logs of Borings
�r
e ����'� � � j'.�.��'
a � � •. � • • � e�A�'+�9
o�: P�`Y >�
................e.a.................
GARHL-'TT ��. UVILl.1�11AS
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'�J�9y� n✓.���y3��J'�o�J �
-ua00�OP1aw••-
Matt ew W. Kammerdiener, E.I.T. Garrett E. Williams, P.E. $�a ��
Graduate Engineer President
Texas No. ET-48854 Texas No. 52525
copies submitted: (2) Ms. Emily Dondzila, E.I.T.; Kimley-Horn and Associates, Inc.. (by mail)
(1) Ms. Emily Dondzila, E.I.T.; Kimley-Horn and Associates, Inc, (by e-mail)
PLAN OF BORI NGS
CMJENGINEERING, INC. MEDICAL DISTRICT WATER IMPROVEMENTS PLA TE
-- SOUTH Or ARLtNGTON AVENUc H, i
FORT WORTH, TEXA5
CMJ PRo�ecr No. 103-13-l63
Major Divisions SYm Typical Names Laboratory Classification Criteria
� �, Well-graded gravels, gravel- �, pfio (p,o>z
a� � c GW sand mixtures, littie or no N C=---- greater than 4: C--------------- between 1 and 3
�n �� fines �o U�10 c ��o X �ao
C rn O �o � U p
O � � � � � � ,.p
� N ��, Poorly graded gravels, gravel ,� �� E
N ro�, � J GP sand mixtures, little or no � cn �� Not meeting all gradation requirements for GW
�' � �; a', v fines � a: � �
> > � 'N o � �
m
p�� o �� � ��.` Liquid and Plastic limits Li u�d and lastic limits
0 o Z � o Silty graveis, gravel-sand-sift N :� „�� q� p
N below A' line or P.I.
�� �@ N GM mixtures Z� ;°' greater than 4 plotting in hatched zone
� ��. a� � ��, :�, between 4 and 7 are
c � � o� n� `� `°�,' borderiine cases
�� � �'�- N o �@ Li uid and Plastic limits
�� � °' �" Clayey gravels, gravei-sand- N N �" q requiring use of dual
o"' � 'm � : a� above "A" line with P.I.
z, m g � a G� clay mixtures o z ; i greater than 7 symbois
a� Q � _ : a�
c `—° '° • a
ro� oY : ;o
�_ �
� ro �' � Well-graded sands, graveliy � ro `• °4 �so �° �2
� 30
�� m �� S�I�I �� : � � C=----- greater than 6: C�= ---------•---- between 1 and 3
@� � � w sands, little or no fines �,� ° Dio �io x pso
u� �.
(�j E in uroi � � o
� ' C i. 'D 'U I :
� � N � a°, Pooriy graded sands; m;� �; � ;
° m� v� SP graveily sands, little or no � N � � ; Not meeting all gradation requirements for SW
v m
L�;> fines � w a ma .�:
�'i� � O �'N N
c a o
��
m
�� � o �, � � m m ro� Liquid and Plastic limits
Silt sands, sand-silt �a w .c .c
o � Z � o SM y � a �,; ;- --� cv below "A" line or P.I. less Liquid and plastic limits
� L� ��^ mixtures �� o� o o than 4 piotting between 4 and 7
�
m'" �� c a o°—' ��n are borderiine cases
� �`—�° `� ��' � Liquid and Plastic limits requiring use of duai
o °°' SC Ciayey sands, sand-clay ��,� above "A" line with P I symbols
� � a mixtures ���� greater than 7
Q ao�
Inorganic silts and very fi�e
sands, rock flour, silty or
� M� clayey fine sands, or clayey
�, @ silts with slight plasticity
T � 6O
� °� Inorganic clays of low to
� � � medium plasticity, gravelly
o ��� �� ciays, sandy ciays, silty 5
N �' = clays, and lean ciays
o � � CH
z �
�-
� � 0� Organic silts and organic silty 4
� � clays of low plasticity �
'o � c
� ro �30
� v�i �tlOf 8111C SI�tS, fT11CaC80US Of �
o�' � MH diatomaceous fine sandy or a � OH a d MH
a' ° m silty soils, elastic silts •P
� � v, � z
i.� � ro �
� U CL
o a� �H Inorganic clays of high
ro � Q' plasticity, fat clays �
s � :�
� �� q�','�G�?= h�� `�.,- ML a d OL
i 6 �H Organic clays of inedium to o �0 2o so 40 5o so �o ao so �oo
� � high plasticity, organic silts
v Liquid Limit
�
'' �;�' Pea! an� o!her highly organic Plasticity Chart
_ � � Pt soiis
UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2
SOIL OR ROCK TYPES
�m
0�, GRAVEL LEAN CLAY �IMESTONE
m o
• � :• SAND � ••. SANDY — SHALE
. � •� •
SILT SILTY _. SANDSTONE
HIGHLY CLAYEY CONGLOMERATE Shelby Auger Spiit Rock Cone No
PLASTIC CLAY Tube Spoon Core Pen Recovery
T
TERMS DESCRIBING CC?NSISTENCY, CONDITION, AND STRUCTURE OF SOIL
FIII@ GCaltl@d SOI�S (More than 50% Passing No. 200 Sieve)
Descriptive Item Penetrometer Reading, (tsfj
Soft 0.0 to 1 0
Firm 1.0 to 1.5
Stiff 1.5 to 3.0
Very Stiff 3A to 4,5
Hard 4.5+
COat'SE,' Gialil@d SOI�S (More than 50% Retained on No. 200 Sieve)
Penetration Resistance Descriptive Item Relative Density
(blows/foot)
0 to 4 Very Loose 0 to 20%
4 to 10 Loose 20 to 40%
10 to 30 Medium Dense 40 to 70%
30 to 50 Dense 70 to 90%
Over 50 Very Dense 90 to 100%
Soil Structure .
Calcareous Contains appreciable deposits of calcium carbonate; generally nodular
Slickensided Having inclined planes of weakness that are slick and glossy in appearance
Laminated Composed of thin layers of varying color or texture
Fissured Containing cracks, sometimes filled with fine sand or silt
Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions
TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soiis
Soft Can be scratched with fingernail
Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail
Hard Difficult to scratch with knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cementing materials.
Degree of Weathering
Unweathered Rock in its natural state before being exposed to atmospheric agents
Slightiy Weathered Noted predominantiy by color change with no disintegrated zones
Weathered Complete color change with zones of siightly decomposed rock
Extremely Weathered Complete color change with consistency, texture, and generai appearance approaching soil
KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3
CMJ �NGINGEItING INC.
Project No. Boring No Project Medical District Water Improvements
103-13-163 B-5 Fort Worth, TX
Location Water Observations
See Plate A.1 No seepage encountered during drilling; dry at completion
Compietion Completion
Depth 20 0� Date 8.g_13
Surface Elevation Type
CFA
_ o
tL p � N � �
� p, O
� £ O .� � o � � � 'y �
� � `° Stratum Description � ° Z � � � �' �'
� � � ' in� �o -o� �� � x � aci �U o fl-c
ai _
(� O 3 �LL N> >= in= ina� Nc rN c�E�
W C� o�c� �a� o�E roE m-a oo c� coo
� � ma~ ain JJ a� a=�c.� �� �c.�a
;;�,a .. ASPHALT, 5 inches thick �
CONCRETE, 8.5 inches thick 4.25 25 16 9 10
SANPY SILTY CLAY, brown and gray, w/ limestone
- fragments, very stiff
100/3.5"
5
LIMESTONE, tan, w/ clay seams and layers, very
hard
100/0.6"
1
LIMESTONE, gray, w/ shale seams, very hard
00/0.75'
15
100/0.6"
20 ------------------------
�
ti
m
0
�
�
U
a
�
oi
m
c%�
^ ( I
K I I I I
O
m
LL
o LOG OF BORING NO B-5 PLATE A.4
J
GC-6.06.D Minority and Women Owned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 201 I
MEDI CAL DISTRICT
PART 9 — W OLEANDER/8TH/ENDERLY
Project No. 00247
ATTACHMENT1A
Page 1 of 4
FORT WORTH
..---- City of Fort Worth
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
��D� I� L�1 DY7 I/� � MM//DBE x NON-M/W/DBE
P OJECT NAM E: m e� j � p�� � � S,i. ri� G'(' �✓�}'- � l�t/GC "I' 'E� t'� S�PYyt
-.�Yh�YI���vl-��e►'►-f� on l,�•Dl�ea�er� g+-�,qU.�9 �►'1c(erl���.i.. BIDDATE
�u us o7 �oi
City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT N MBER
°�o I � ��o Do�z..� r7
Identify all subcontractors/suppliers you will use on this pro�ect
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this
utilization schedule, conditioned upon execution ofi a contract with the City of Fort Worth. The intentional
and/or knowing misrepresentation of facts is grounds fior consideration of disqualirication and will result in the
bid being considered non-responsive to bid specifications
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier IeveL Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
' Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned bv the M/WBE as outlined in the lease aareement.
Rev. 5/30/03
ATTACHMENTIA
FORT WORTH Page 2 of 4
�
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list MNVBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTORlSUPPLIER T n
Company Name ; N T Detail Detail
Address e M yy � X M Subcontracting Work Suppiies Purchased Dollar Amount
Telephone/Fax r B g T D W
E E R O g
C T E
A
�'. �hc l�t n i�l � ru.v��''� -("ru. ��� ,n S
9��5 S u, lo � n�k� J� }i-q �,�, � 0� �
Grrx�J) �¢ �� , i X 7� 03 �► �c,1 Y'� � Us ��'�, DoO�
$, 7-- y�y-. � 5 �g
__ C�,���e;
; n'1�x
COWTOWN REDI-MIX � �D
PO Box 162327 � �� �, ���
Fort Worth, Texas 76161
v (817) 759-1919 f (817) 759-1716
Biue Bonnet Waste Control, Ina � f'� b�`Q,�
PO Box 223845 Q � �.e �-
Dallas, Texas 75222 � � �Q(�,� �
Ph (214) 748-5221 � � e`n'+a � �
Fax (214) 748-6886
SUN COAST RESOURCES INC. r��� �//� ��� , D�
Teri Bateman
PO Box 972321 I
Dallas, Texas 75397
v (800)677-3835 x655
__ _ ���i��l- `-' /- /�
HD SUPPLY WATERWORKS, Ltd. r�� �� S� I���S� (p(�,`
PO Box 840700 � '— � ���
Dallas, Texas 75284 � /a` ���
(817)595-0580 ��
-- �; � , �; �.� � l a � goo ,b�
RINKER MATERIALS }'� T� � �S ��
PO Box 730197
Dailas, Texas 75373 --0197 � �� � v'� S
(817)491-4321
Rev. 5/30/03
ATTACHMENT1A
FORT WORTH Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs.
Please list MM/BE firms first, use additionai sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOR/SUPPLIER T n
Company Name ; N T Detaii Detail
Address e M W � X M Subcontracting Work Supplies Purchased Dollar Amount
r B B T D
Telephone/Fax R O B
E E � T E
A
Rev. 5/30/03
Fox` T� x
ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ �7h�i--i ��� �D�
{ �J /�
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ D �
I � o� � �� ��'
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ ',��5' ��D ,� D
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of
contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE goal. If the detail explanation is not submitted, it wiil affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees fo allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or
Local laws concerning false statements. Any failure to comply with this ordinance and create a material
breach of contract may result in a determination of an irresponsible Offeror and barred from participating in
City work for a period of time not less than one (1) year.
Title
�� ����--��,� t� i�-n I �, t.-�
Company Name
��. �� � 5� ��
Address
� �t D�-.�,, � � � � � ��i
City/State/Zip
�.dJ�i��l � D�bt.--kS� 1�'
Printed Signa ure
� � �
onta1c�t Na�me-/Title (if different) ���
�� -53y- ��U3 g�7-53�/��ss�
Telephone and/or Fax
i P, t�( �� @� C��a-��� r C�ovv�
• ail Addre s
��- �1, �o � �
Date
Rev. 5/30/03
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH MEDI CAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/fSTH/ENDERLY
Revised July l, 201 1 Project No. 00247
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION 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 (ess
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 DriverTransit-Mix
Truck Driver, Single Axle
Truck Driver, Single or Tandem Axle Dump Truck
Truck Driver, Tandem Axle Tractor with Semi Trailer
Welder
Work Zone Barricade Servicer
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
GR-01 60 00 Product Requirements
THIS PAGE LEFT IN'�ENTIONALLY BLANK
CITY OF FORT WORTH MEDI CAL DISTRICT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PART 9— W OLEANDER/8TH/ENDERLY
Revised July l, 2011 Project No. 00247
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012
STANDARD PRODUCTS LIST
Prepared 2/29/2012 Page i
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012
STANDARD PRODUCTS LIST
Prepared 2/29/2012 Page 2
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012
STANDARD PRODUCTS LIST
Approval Spec No. ClAsssi�cation Nianufacturer Model No. Nationa[ Spec Size "
12/1J/01 'i EposyLiningSystein . ..�.." ... .:RinAerhiuteri;ds . . .. ...���Gnech2030and2t00Series .... ..... .....
O!/1J/OS Interiorpuctilrlroni'ipeCoating Induran Pmrecmd0l AS7"\16-IV DuciilelronPipeOul�.
I
i_ -'___
' WAT�R
IPipes/Valves & Fittings/Combination Air Release
' 81-I I Combination Air Release Vah�e GA Indusiries, lna Empim Air and Vacuum Valve, \4aiz1935 ASTM A I26 Class I3, ASTM A I" 3 2"
EI-1 I Combination Air Release Valve hiultiplex nln�ufucturing Co. Crispin Air and Vucumn Vnlves. Model No. � i/2", 1" S 2"
� F.1-II CanbinationAir2eleascValvc Valvc;indPrinxrCo . APCO#IJ3C,HI45Cmidfl147C 1",2"S3"
IPipes/Valves & Fittings/Ductile Iron Fittines
07/23/92 ' HL07 Ductile Iron Fittings Smr Pipe Pralucts, Inc lvfechanical Joint Fntingx ANNA CI53 .4e CI 10
EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Me<hanicaUoin� Fiuings AWNA C 110
� EI-07 Ductile Iron F�ittings hleWane/P74er Pi d Union U�ilities Division Mechunical Joint Fittings, SS[3 Clnss 350 A\\�VA C 153, C 110, C 1 I I
OS/14/)S ' EI-07 Ductile Iron Fittings Uni-Flunge Series I500 Circle Lock Pipc Resv�ims
08/10/98 ' Et-07 A�UFittinos Sigma,Co. Class350C-153TUPittings pWNAC153 4"-24"
OS/1J/98 EI-07 DuctilelronlointRextrainis Fordtvfeter6oxCo. Uni-�IangeSeriesi500CirclaLcek AW\VACI11/CI53 4"to12"
tI/09/Od II E1-07 DuctilelronlointRestraints OneDoit,ine. One[ioltRestrainedJoint�tting qWNACIII/CI16/CI53 J"tol2"
OJ29/I ^_ '� 33.I 1-I I Ductile Imn Yipe MechanicaUuint 2esimint Ef3AA Imn. ine. M1lcgula� Scrie. 110p (for DI Pi�w) AN��'A Cl l l/C7 16IG53 J" to �t2•,
02/29lI2 33.1 I-i I PVC Pi z Mc-chanicaUoint Restraint EI3AA hxm. 6u. �tc�.�lug Scricx 20(� (for PVC Pipa) ANWA Cl I UCI 16/CI53 4.• to.>4„
O8/OS/Ob EI-07 MechnnicnlJointRetainerGlands Sigmu,Co. SigmnOne-LokhlechanicaUointRcstrainer AWWACIlVC153 4"to24"
�i [tullAcc Sys:em ( Diumond Lok :I ti 1��I � -
IO/12/IO EI-24 Imerior Re,atrainedloint SZstem S& I3'Pechncial Pr�ucts Eaele L�x 9001 �ST�1 F-I624 d" to I2•'
0�/IG/Ob GI-Q7 �Ucchanic;iUoin[ Pinings SIP lndustrie; hluchnnical Joim Fiving. ANIVA C;15± 3" to 24.'
Pipes/V11ves & Fittines/Resilient Seated Gate Valve�'`
� Resilient Nedged Gme Valve w/no Gears American Flow Control Scrics ?500 Drawing N J4-20247 I6"
I2/13l02 � Resilient Nedge Gate Valre American Flox• Control Series 2530 and Series 2536 ANWA C515 30" and 36"
08/31/99 � Resilient Nedge 6ate Valve American Flow Control Series 2520 S 252J (SD 91-20355) AWNA C515 20" and 24"
OS/I8/99 II� Resilient Wedge Gate Vnlae American Flow Comrol Series 2516 SD 9�-202J7) ANNA C515 Ib"
- ___ ...._.__.__ —_____ - ...._......_.---_
10/24/00 ' EI-26 Rcsilient Wedoe Gate Vulre Americnn Flow Comrol Serics 2500 ANWA C509 4" to 12"
OA/OS/W ��i Resiiient Wed�e Gate Valve American Ilow Comrol 42" and 48" APC 2500 A\V WA C515 42" and J8"
0523/91 EI-26 ResilientWedgeGnteValve AmericanAVKComany AmericnnAVKResilientSeadedGV AWWAC509 4"ro12"
Ol/24/02 EI-26 ResilientNedgeGateValve AmericanAVKCom any 20"andsmaller
EI-26 Resdicnt Seated Gate Valee Kennedy 4" - 12"
�� EI-26 Resilient Seuted Gate Valve n1&H 4" - 12"
I� EL26 Resilient Seated Gate Valvc Mueller Co. 4" - 12"
11/OR/99 I, ResilientWcdgeGateValve �IueilerCa SericsA23Gl(SD6Gt7) AWNACSIS Ib"
Ol/23l03 Resilient Wedge Gate Valve hlueller Co. Series A2360 for IS"-24" (SD 6709) A\VNA C515 24" and smaller
O5/13lOS ! Resiliwt\4adee(3ateValva MuellcrCn. Aduellzr30"Q3G",GiIS AW\VAC51i 30"�nd36"
01/3V06 ResilientWeJgzGateValve \4nzllerCu. 61ucller42.'&J8".CS15 AWNACSIi 92"anddS,.
OV28/88 EI-26 RcsilieniWcdgeGateVnlve ClowValveCo. AWNAC509 4"-12"
- - _ ;.- _.__.._.__. _- _._.._......_____ __.__.._._.___..___.__________ -.__ _____- _- - __ - - ____--
IOIW/94 Resilient \Vedge Gate VaWe Clmv Valve Co. 16" RS GV (SD D-20995) AW�VA C515 16"
l i/08/99 '' E1-26 Resilient Wedge Gate Valve Clow Vnlve Co. Clow RW Va�ve (SD D-21652) ANWA C515 24" and smaller
�9lB4 '- Resilient-We�r6ete�eWe Nae<3> 6FawueF�zfe: ���6'=E3}3 AaVaVA-63F3 39"-nrd3�
06/31/IO � Rcsilient MeAee Gnte Vnlvu Cio��� V;ilce Co. Clo�r Vulve \1�x1c126iti A�VtVA C515 30" to 48"
-__-_____ � -_--
OS/OA/91 EI-26 Resilient5eatedGateVaive SlcekhanlVah�eSSfl�tings NI�VACSfA,pN51i30-srtvn.dS7T1 q^.�2��
...i__-"- - - - __'_'_" _ _'__"_""_'_""_"__ "_____- __ - -'_ _ __ _--__-_--"_""'_'_'_
81-26 Resilient Seated Gate Vaive U.S. Pipe and Fomidry Co. Nevosea1250, requimnkms SNLa7J 3" to 16"
PipesNalves & FittinQs/Rubber Selted Butterflv Valve
GI-30 RubM�r Sented UmterFly Valvc Hen Prau Co. e\\VNA GSQi 24"
�' EI-30 RubberScatcd6utterflyValve MIueIlerCo. AWNAGSW 24"
I/I I/99 '' EI-30 Rubber Seated �utterFl � Valvc [kzurik Valves Co. �iriVWA GSW 24" and lar�er
OG/12/03 �' EI-30 Valmatic American Duttertty Valve Valmatic Valve mid Mnnufucwring Corp. Vahnatic American �utterFly Valve. A\VWA GSW Up �0 84" diameter
04/0(/07 �I Eil-3U RubberSeatedUutterflyVnivc ;111CFIYah�c \ICHStIea5lH1&I450 AWWAC-Slb{ 2d"to4fi'.
ISampling Station
3/I2/9( '. R�aterSam IingStation \YaterPlus R?ON�terSnm>IingS�ation
iDry Barrel Fire Hvdrants
IU/01/R7 E-I-12 Dry6artelFireHydrnnt AmericamDadingVnive DmwingNos.90-I860A.94-18560 AWNAG502
03/31/88 F:-I-12 Dry6arrelFircHydrant AmcricanUadingValvc ShoiUrawingNo.Jd-13791 A\VWAG50?
09/JO/R7 ' 6-I-12 DryBart�IPireHydrant ClowCo wration ___,ShopUr,nvingNo.D-I9895 e1\VWAG502 _____,__--
01/12/93 ' E-i-12 Dp�l3artelPireH}drant AnxricanAVKCompany Mc�e127IX) ANWAG502
_OR/2J/Rft ' E-i-12 Dry 6ortel Piro Hydrant �--�-�--..._ Clow Co�ration Urawines D2(}135, D2043(, U20501 ANWA GS02
_ .-__ _. ` ____ _-
� E-I 12 __ Dq [l vrcl P�re HyArmv 1'I'I' KenneAy Valve Shop Dr,nving No. D-R07R3RV AW\i'A C-502
- . ._ .... __ —_._.__-
- - _- _-_ ________ _ ....__.. _
09/24/87 F.-1 R Dry f3;vral P�rc H �drant .-. _-_- . _._ ___ - ...._ . -_ _ ...______ __.
- _- __ _
. .___ _ } _,____ biftH Vahe Com any Shop Drmvina No 1347G ANll4\ C. 502
sno� ��:��� ��,�. no. t>ae i — —
10/IJ/R7 �' E-I-12 Dryl3umlFimH�dnint �9uellerCompuny A-423Cemurion A\VNAG502
'�, Shop Dra�ving PFI-12
OUIS/A3 ' EI-12 Dry[3anciFire{Iydmnt bfuellerComimi� A-J27Su crCanurion?(HI i AIVWAG502
�. _..._.-- ___ __ _
IU/09/87 ' E-I-I2 Dry t3arrcl Pire IlyArant ___ __U.S. Pipc R Foundq� _ Shop Drawing No.960250 A\VWA G502
_ ___._____._ __- _-. __
09/16/37 ' G-I-I2 IDry�arrclFireHydrunt N:verousCompany ShopDr,nvingNo.SK7JO80i ANNAG502
ater ppurtenances — _ ---
08/OR/02 '� EI-IRA Piaztic i�iccer �oxec kiast lordnn Iron Works, Inc. blctcr [lox (Plactid w/ CI Iid Class A, fi, C
08/2R/02 '' __ __ Doublc Stra Suddlc __ Smith [31air #317 Coatcd Daibte Strap Saddlc
Ol/2(/00 ' _...___ SS Tapping Saddle 1CM Indusirics, lnc. k406 Doublc 6:md SS Saddic I" to 12" tups
_ 01/30/01 _ -'I'appi�g S�ddle _ _ 1CM Indnstries, I�. NJOS Coated Tnpping Saddle 1"to 12" Inps
OS/10/I I � '!u pin� Slu�ve (StuiNe.x Strel) ____....___ Va��erscul 3190AS ([lun�,e) fi 7q9U\U j J':A" and I6'.
OJ?9/I^_ ' 3JJ2-2i Tup ingSl<tvu(CoatcJStirb Ronr¢ � � PfS2dU T AW1\'AC-223 U tn42"w/2.{'.Out
0_29/I� ' ii.l�?-25 'Pa� mnSlerve(Sti'nles.5tecl) Rom:ic -...._. S51 tiuuulessSt�til A\1'\5'A('-?23 U ta2d"�c21^_`Out
Prepared 2129/2012 Page 3
CITY
OF
FORT WORTH WATER DEPARTMENT'S UPDATED:2-29-2012
STANDARD PRODUCTS LIST
Prepared 2/29/2012 Page 4