HomeMy WebLinkAboutContract 56953-PM1CSC 1Va. 55953-PM1
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IPRC Recnrd No. 21-aD94
City Praject No.103519
FlI) No. 30114�i}20043]-1(13519-F07685
Mattic Parkcr Da�•id Caakc
Mayar Ci�y Maiiager
ChriStopher P. Harder, P.E,
Director, Water Department
William ]nhn5nn
Director, Transportation and Public Warks Department
Michael Dwen, P.E.
Ci�y Eiigiileer, Trailsportatioil, ailcl Public V4rork5 Deparlme�}l
Prepared for
The City vf Fvrt Worth
Transportatian and Public Warks Dcpartmcnt
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00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/25/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 13 Performance Bond 01/31/2012
00 61 25 Certificate of Insurance 07/01/2011
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 16 Construction Progress Schedule 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 58 13 Temporary Project Signage 04/07/2014
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast In Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi Duct Conduit 02/26/2016
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast in Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings Cast Iron 01/22/2016
33 05 13.10 Frame, Cover and Grade Rings Composite 01/22/2016
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 Hand Tunneling 12/20/2012
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 05 26 Utility Markers/Locators 12/20/2012
33 05 30 Location of Existing Utilities 12/20/2012
33 11 05 Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012
33 11 14 Buried Steel Pipe and Fittings 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
33 12 60 Standard Blow off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast in Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A Controller Cabinet 12/18/2015
34 41 10.02 Attachment B Controller Specification 02/2012
34 41 10.03 Attachment C Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single Mode Fiber Optic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
Appendix
GC 4.01 Availability of Lands
GC 4.02 Subsurface and Physical Conditions
GC 4.04 Underground Facilities
GC 4.06 Hazardous Environmental Condition at Site
GC 6.06.D Minority and Women Owned Business Enterprise Compliance
GC 6.07 Wage Rates
GC 6.09 Permits and Utilities
GC 6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
00 11 13
INVITATION TO BIDDERS
Page 1 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN-103519
Temporarily Revised March 25, 2020 due to COVID19 Emergency
SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Due to the COVID19 Emergency declared by the City of Fort Worth and until the emergency
declaration, as amended, is rescinded, sealed bids for the construction of “LPC Bluestone” (CPN:
103519) will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST,
Thursday, September 23, 2021 as further described below:
City of Fort Worth
Purchasing Division
200 Texas Street
Fort Worth, Texas 76102
Bids will be accepted by:
1. US Mail at the address above,
2. By courier, FedEx or hand delivery from 8:30-1:30 on Thursdays only at the South End
Lobby of City Hall located at 200 Texas Street, Fort Worth, Texas 76102. A Purchasing
Department staff person will be available to accept the bid and provide a time stamped
receipt; or
3. If the bidder desires to submit the bid on a day or time other than the designated
Thursday, the bidder must contact the Purchasing Department during normal working
hours at 817-392-2462 to make an appointment to meet a Purchasing Department
employee at the South End Lobby of City Hall located at 200 Texas Street, Fort Worth,
Texas 76102, where the bid(s) will be received and time/date stamped as above.
Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers and
broadcast through live stream and CFW public television which can be accessed at
http://fortworthtexas.gov/fwtv/. The general public will not be allowed in the City Council
Chambers.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following: Improvements will be made to the
Bluestone site on SH 114 for the water lines (approx. 2200 LF of 24” Water and associated 12”
Water Laterals) and sanitary sewer lines (approx. 1050 LF of 15” WW).
PREQUALIFICATION
The improvements included in this project must be performed by a contractor who is pre-
qualified by the City at the time of bid opening. The procedures for qualification and pre-
qualification are outlined in the Section 00 21 13 – INSTRUCTIONS TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth’s Purchasing Division website at http://www.fortworthtexas.gov/purchasing/ and
clicking on the link to the advertised project folders on the City’s electronic document
management and collaboration system site. The Contract Documents may be downloaded,
viewed, and printed by interested contractors and/or suppliers.
00 11 13
INVITATION TO BIDDERS
Page 2 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN-103519
Temporarily Revised March 25, 2020 due to COVID19 Emergency
Copies of the Bidding and Contract Documents may be purchased from 1201 North Bowser Road
Richardson, TX. 75081 (214)-217-6432. Contact: Robert Gossett, P.E.
Email: Rgossett@halff.com. TBPE FIRM # F-312
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with full size drawings: $150.00
Set of Bidding and Contract Documents with half size (if available) drawings: $90.00
PREBID CONFERENCE
No PreBid Conference will be held. Prospective bidders can e-mail questions or comments in
accordance with Section 6 of the Instructions to Bidders referenced above to the project
manager(s) at the e-mail addresses listed below. Emailed questions will suffice as “questions in
writing” and the requirement to formally mail questions is suspended. If necessary, Addenda will
be issued pursuant to the Instructions to Bidders.
DEVELOPER/CITY'S RIGHT TO ACCEPT OR REJECT BIDS
Developer and City reserve the right to waive irregularities and to accept or reject bids.
AWARD
City will award a contract to the Bidder presenting the lowest price, qualifications and
competencies considered.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Andrew Goodman, P.E., City of Fort Worth
Email: Andrew.Goodman@fortworthtexas.gov
Phone: (817) 392-6251
AND/OR
Attn: Robert Gossett, P.E., Halff Associates, Inc.
Email: Rgossett@halff.com
Phone: (214)-217-6432
EXPRESSION OF INTERSEST
To ensure bidders are kept up to date of any new information pertinent to this project or the
COVID19 emergency declaration, as amended, as it may relate to this project, bidders are
requested to email Expressions of Interest in this procurement to the City Project Manager and
the Design Engineer. The email should include the bidder’s company name, contact person, that
individuals email address and phone number. All Addenda will be distributed directly to those
who have expressed an interest in the procurement and will also be posted in the City of Fort
Worth’s purchasing website at http://fortworthtexas.gov/purchasing/
00 11 13
INVITATION TO BIDDERS
Page 3 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN-103519
Temporarily Revised March 25, 2020 due to COVID19 Emergency
PLAN HOLDERS
To ensure you are kept up to date of any new information pertinent to this project such as when
an addenda is issued, download the Plan Holder Registration form to your computer, complete
and email it to the City Project Manager or the Design Engineer.
The City Project Manager and design Engineer are responsible to upload the Plans Holder
Registration form to the Plan Holders folder in BIM360.
Mail your completed Plan Holder Registration form to those listed in INQUIRIES above.
ADVERTISEMENT DATES
Thursday, September 2, 2021
Thursday, September 9, 2021
END OF SECTION
00 21 131
INSTRUCTIONS TO BIDDERS
Page 1 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
DEVELOPER AWARDED CONTRACTS
FOR PUBLICLY BID PROJECTS ONLY
1. Defined Terms
1.1. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.1.1. 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.
1.1.2. Successful Bidder: The responsible and responsive Bidder to whom
Developer/City (on the basis of City's evaluation as hereinafter provided) makes an
award.
2. Copies of Bidding Documents
2.1. Neither Developer/City nor Engineer shall assume any responsibility for errors or
misinterpretations resulting from the Bidders use of incomplete sets of Bidding
Documents.
2.2. Developer/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 from contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are available by accessing all required files
through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/
3.1.1. Paving – Requirements document located at;
Resources/Construction Documents/Contractor Prequalification/TPW Paving
Contractor Prequalification Program
3.1.2. Roadway and Pedestrian Lighting – Requirements document located at;
Resources/Construction Documents/Contractor Prequalification/TPW Roadway and
Pedestrian Lighting Prequalification Program
3.1.3. Water and Sanitary Sewer – Requirements document located at;
00 21 132
INSTRUCTIONS TO BIDDERS
Page 2 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
02 - Construction Documents/Contractor Prequalification/Water and Sanitary
Sewer Contractor Prequalification Program
3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
45 11, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City reserves the right to require any pre-qualified contractor who is the successful
bidder(s) for a project to submit such additional information as the City, in its sole
discretion may require, including but not limited to manpower and equipment records,
information about key personnel to be assigned to the project, and construction schedule,
to assist the City in evaluating and assessing the ability of the successful bidder(s) to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Failure to submit the additional information, if requested,
may be grounds for rejecting the successful bidder as non-responsive.
3.4. In addition to prequalification, additional requirements for qualification may be required
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:
4.1.1. Examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "technical data" referred to in
Paragraph 4.2. below). No information given by Developer/City or any
representative of the Developer/City other than that contained in the Contract
Documents and officially promulgated addenda thereto, shall be binding upon the
Developer/City.
4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
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
surface or subsurface structures at the Site (except Underground Facilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
at the Site that have been identified in the Contract Documents as containing
reliable "technical data."
00 21 133
INSTRUCTIONS TO BIDDERS
Page 3 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
4.1.6. Perform independent research, investigations, tests, borings, and such other means
as may be necessary to gain a complete knowledge of the conditions which will be
encountered during the construction of the project. 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 difficulties of the Work and all attending circumstances affecting the
cost of doing the Work, time required for its completion, and obtain all information
required to make a proposal. Bidders shall rely exclusively and solely upon their
own estimates, investigation, research, tests, explorations, and other data which are
necessary for full and complete information upon which the proposal is to be based.
It is understood that the submission of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. Promptly notify Developer 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 Developer shall be permitted to make such corrections or interpretations as
may be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 – Supplementary Conditions for identification of:
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by Developer in preparation of the Contract
Documents. The logs of Soil Borings, if any, on the plans are for general
information only. Neither the Developer 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 Developer 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. Bidder is responsible for any interpretation or conclusion drawn from
any "technical data" or any other data, interpretations, opinions or information.
00 21 134
INSTRUCTIONS TO BIDDERS
Page 4 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the Work required by the
Contract Documents and applying the specific means, methods, techniques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given Developer written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by Developer are acceptable to Bidder, and when said
conflicts, etc., have not been resolved through the interpretations by Developer as
described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient
to indicate and convey understanding of all terms and conditions for performing and
furnishing the Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material, unless
specifically identified in the Contract Documents.
5. Availability of Lands for Work, Etc.
5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by Developer.
00 21 135
INSTRUCTIONS TO BIDDERS
Page 5 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
Developer’s/City’s representative. Interpretations or clarifications considered necessary
by Developer in response to such questions will be issued by Addenda delivered to all
parties recorded by Developer as having received the Bidding Documents. Only
questions answered by formal written Addenda will be binding Oral and other
interpretations or clarifications will be without legal effect
Address questions to:
Attn: Robert E. Gossett, PE ; Halff Associates, Inc
Email: rgossett@halff.com
Phone: (214) 217-6432
AND/OR
Attn: Andrew Goodman, PE ; City of Fort Worth
Email: Andrew.goodman@fortworthtexas.gov
Phone: (817) 392-6251
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
Developer/City.
6.3. Addenda or clarifications may be posted via the City’s document management and
collaboration system site at
https://www.fortworthtexas.gov/departments/finance/purchasing
6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of Developer will be present to discuss
the Project. Bidders are encouraged to attend and participate in the conference.
Developer’s representative will transmit to all prospective Bidders of record such
Addenda as Developer 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 Developer in an amount of
five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety
meeting the requirements as listed in 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, Developer 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 Developer's exclusive remedy if Bidder defaults. The
Bid Bond of all other Bidders whom Developer believes to have a reasonable chance of
receiving the award will be retained by Developer until final contract execution.
00 21 136
INSTRUCTIONS TO BIDDERS
Page 6 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Section 01 25 00 of the General Requirements.
11. Bid Form
11.1. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered legibly, in ink or type, for which
the Bidder proposes to do the work contemplated or furnish materials required.
11.2. 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 name, address and state of
incorporation shall be shown below the signature.
11.3. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official name and address of the partnership shall be shown
below the signature.
11.4. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The name and state of
formation of the firm and the official address of the firm shall be shown.
11.5. Bids by individuals shall show the Bidder's name and official address.
11.6. Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The official address of the joint venture shall be shown.
11.7. All names shall be typed or printed in ink below the signature.
00 21 137
INSTRUCTIONS TO BIDDERS
Page 7 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
11.8. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
11.9. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
11.10. 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.
12. Submission of Bids
12.1. Bids shall be submitted on the prescribed Bid Form and proposal form, provided with
the Bidding Documents, at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS, addressed to City of Fort Worth Project Manager, 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, if required, and other required documents.
13. Modification and Withdrawal of Bids
13.1. Bids cannot be withdrawn prior to the time set for bid opening. A request for
withdrawal must be made in writing by an appropriate document duly executed in the
manner that a Bid must be executed and delivered to the place where Bids are to be
submitted at any time prior to the opening of Bids. After all Bids not requested for
withdrawal are opened and publicly read aloud, the Bids for which a withdrawal
request has been properly filed may, at the option of the Developer/City, be returned
unopened.
13.2 Bidders may modify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
14. Opening of Bids
14.1. Bids will be opened and read aloud publicly at the place where Bids are to be
submitted. An abstract of the amounts of the base Bids and major alternates (if any)
will be made available to Bidders after the opening of Bids.
15. Bids to Remain Subject to Acceptance
15.1. All Bids will remain subject to acceptance for the time period specified for Notice of
Award and execution and delivery of a complete Agreement by Successful Bidder.
Developer/City may, at their sole discretion, release any Bid and nullify the Bid
security, if required, prior to that date.
00 21 138
INSTRUCTIONS TO BIDDERS
Page 8 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
16. Evaluation of Bids and Award of Contract
16.1. Developer/City reserves the right to reject any or all Bids, including without
limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or
conditional Bids and to reject the Bid of any Bidder if Developer/City believes that it
would not be in the best interest of the Project to make an award to that Bidder,
whether because the Bid is not responsive or the Bidder is unqualified or of doubtful
financial ability or fails to meet any other pertinent standard or criteria established by
City. Developer/City also reserves the right to waive informalities not involving
price, contract time or changes in the Work with the Successful Bidder.
Discrepancies between the multiplication of units of Work and unit prices will be
resolved in favor of the unit prices. Discrepancies between the indicated sum of any
column of figures and the correct sum thereof will be resolved in favor of the correct
sum.
16.1.1. Any or all bids will be rejected if Developer/City has reason to believe that
collusion exists among the Bidders, Bidder is an interested party to any litigation
against Developer/City, Developer/City or Bidder may have a claim against the
other or be engaged in litigation, Bidder is in arrears on any existing contract or
has defaulted on a previous contract, Bidder has performed a prior contract in an
unsatisfactory manner, or Bidder has uncompleted work which in the judgment
of the Developer/City will prevent or hinder the prompt completion of additional
work if awarded.
16.2. Developer/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 Documents or upon the
request of the Developer/City. Developer/City also may consider the operating costs,
maintenance requirements, performance data and guarantees of major items of
materials and equipment proposed for incorporation in the Work when such data is
required to be submitted prior to the Notice of Award.
16.3. Developer/City may conduct such investigations as Developer/City deems necessary
to assist in the evaluation of any Bid and to establish the responsibility,
qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers
and other persons and organizations to perform and furnish the Work in accordance
with the Contract Documents to Developer’s/City's satisfaction within the prescribed
time.
16.4. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by Developer/City indicates that the award will
be in the best interests of the Developer/City.
16.5. Failure or refusal to comply with the requirements may result in rejection of Bid.
00 21 139
INSTRUCTIONS TO BIDDERS
Page 9 of 9
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised March 20, 2020
17. Signing of Agreement
17.1. When Developer issues a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the Agreement.
The Contractor shall sign and deliver the required number of counterparts of the
Agreement to Developer’s representative with the required Bonds, Certificates of
Insurance, and all other required documentation.
END OF SECTION
{]'�d; �
DAP R7L7 FORM FUR P[�BI.I[:] _Y Fi]D PR[]fI-�[:�]'S [] VLY
Pa�� ] ;,f 3
SLCTION Oq 4l. QO
DAF BID FORM F'OR PUBLICLY BID PROJ�C:TS On'1.Y
T�: Lo�islics Pr��per�y Cnmpany
9p� I_ake C:arolyn Park�°ay, 5uite 775
Irvin�, T� 75(13�)
FOR: LPC Ji lucstone
Aloiag S��- ] 1 A frnm 7ohn Day Road and Ben-Bert .R.oad
�ity Project No.: CFN-103519
l. Enier �nto Agreement
The undersigned Bidcfer prc�p«scs
and agrees, il th;s F3id iti acccpicd, Ln ciitcr into an Agreeinent «ith T]e��elnper in ��ie farm included in the
13iddin� L]ncuments t.o �erfnrm and furnish all Work as spe�afied ar inciic�ied in ihe Contract Documents
for tk?c }3id 1'ricc and within the Cotitract 7'izne incii�ated in this E3id and in accorciance ��ith the other
terms and cnnditions �7f ihe Contract Documcnts.
2. RIDUER Acknowledgements and Ge�rt;�icatiun
2.1, In sub�T.zitting tkiis Bid,Bidder accepts all ot the terrz�s and conditinn5 of �he L�IV�'['A'I'iQh T�
�3]i]I)];R5 aiid I.VS�'RUCTIU�iS T'U �3i]]�7E:E2S, including u•i�hout limitation those dealing
�ith the dispasition of T�3rd Banc�.
2.2. F3idder is awar� c�f all costs t.n ��rn�idc thc rcyuired insurance, ��ill do sa pending co»t,caGt
award, and will prr�vi�.� a 4�alid ar�surati�c ccrtificate meeting all r�quirerzac»ts in thc
cUllstruCtiol] c�mt.racL.
2,i. Bidder certi£'ics that t.his F3id is genuin� and n�l md�l� in lhe i.t�ierest c�F nr an h�half oi any
undiscic�sed individual or ei�tity and is nc�l suhmilt�ci in couformit�� ��ith anti� �ollusi�e
agrce�rien[ or rules o� any group, as5ociaLic�i1, c�rganiLa�ir�ii, or corporatioiz,
2.4. I3idder ha5 nn� tlirectly t�i' itt�lirectly induccd or snlicitcd any eath�r Siclder to subinit a falsc �r
sharn Bid.
2.5, 13iddcr t�as not solicil.cd c�r induc�d any indi��idual or entit.y to refzain frnn� hi�ir�ing.
Z.fi. ]3idder ha.s not engaged in cozxupt., fraudulcn�, cr�llusive, ar coerciv� practiccs in competing fc�r
the Camract. Fnr [he pUrposes of this Para�raph:
a. "co�r�ipt pracfic�" rncans the offering, �;iving, rcc�i�iiig, or snli�iting of anyihing af vaIue
likely tr� influenee t.�e a�tic�iti of a puhlic nfficial iii the t�iddin� pr�ccss.
b. "fra�idu�enl �ra�tic�" mcatis an intefltional misrepresenlat.ic�n �af Cacts rndde {a) to
influence the bit�din� �roc�ss i� t.he tictrirnent of' �evelo�er (b} ta estahlish Bid prices at
artificial non-cnmpetiti�=e levels, Ur (c) ta deprir��c Dcvclnper nf the benefit.s of free and
open c[�znpcliLion.
c. "colIusive praclice" means a schcme nr arrangernent betu�een t�°o �r rnnrc �3iddcrs, ��°ith
or ���ithour. the knn���l�dgc of 7�c<<clnper, a purpose of which is ta estabtish T3id prices at
artificial, non-�ompetiti�e le�els.
CIN OF FORT W6RTH
5iAN17AH7 CONSTRl1CT1UN BIDFORM-17fVfl f7�FR RWqi�OE� PRp1ECT5 0041 00 Bid FoYm - C10.P.dPrx
Fo-rm RevisPtl Fpri 2, �014
�1 <i (10
1]Al' SID FDR�Y+i FpR ri:Bi.LCLY H1� PRQiE�TS O V1.Y
Pa�c 2 oF 3
d. "coerci�e prackice" �neans hax�ning c�r lhrcatcning to liaxzxa, directly ar indire�tly, persnns
nr their proper.tv to ztaf�uence thcir pdrlicipHtiqn in the bidding pxo�ess nr affect the
cx�cutian [�f lhe C:a�Lrdc:E.
3. Preq�ali�cakion
The ]3iddcr ackn��wledges th�� the #'o1l�wing work types tnust he perfcarmed orily by prequalified
cantra�tors and subcontra�t��rs:
a. Waier Distrihutinn: 2�" and Under
b. Sanitar�� Scwcr: 15" and Undex
4. ']'ime nf C;nmpletion
4.1. The Wark will be cUmplete foz ��i.nul ficcc�tancc �x�ithin 11 Q calendar days �ftcr t.hc ddlc
w�cr� the Cnntract Tirne commences to run as �ro�•ided in the General t:onditions.
4.2. Fiidr�cr accc�ts the provisinns of the Agreernen[ L� liquidated darnagcs, if applicable, in lhe event
�>f failurc �n ccamplcte the Wnrk [andfor achievernenE of h7ilc5�on�5} ��ithin t�e times specified
in the Agreernent.
5. AtE�ched tn this I�id
The fol�nwing dncur�cnts are attachcd ta and rnade a part vf this Sid:
�. This Rid Fnrm, �ection 0[} 4l Q�
b. Bid Ba��d (i� requirec�), 5ec�inn 00 43 l3 iss�icd by a surety meeting the
requirernents of thc. Geti�ral C:onditinns.
c, E'rc�pcfsal F'orrn, S���ir�ri 00 �12 43
d. �'(I3�: ��r�rm5 (if reyuircd}
�. Frcc�ualifzcataon Statement, �ection [}(] 45 12
f. An�� adc3itinnal documeuts that may be ret�uired hy Secti�an l2 qf the Instructions
Lo F3iddcrs
g. Bidderpre-c�ualiticatio� applica�ion [optaonal}
6. Tcatal Bid �moqnt
6.1. l�icid�r tieill cnrnp7ete the Wark irc �ccoraance ��a�.h thc Cr�ntract Dncuments for the fc�]€nwin�
hici arnnu�t. Tn the space prnvided belo�•, ple�ise �m.er th�; tntal bitl amount for this project. Only
this iiaure u ill bc r�ad �uhlicly hy the City° at the bi.d �p�r�ing.
fi.2. It is understoad and a�;reec� by t.hc �3iddcr in signing tlus proposal that lh� �otal bid
arriourlt entered beinw is subject. lc� �crification andlnr maditication by zniill.iply�ing ihr: uriit.
hid prices fnr each pay itert� by the respectave es�iinated quantities shc���rn in this pr�posa] and
then tc�lal in� all oF thc cx�crided amaunts.
6.3. F�zaluatinn nf Al�erriate }3id Items [us� t�us if applic�hle, otherwise del�te7
Tota] Hase �3id
Altern�Le I3id
Dedu��i�� Alternate
Additi�e Alternatc
TOTAr_ r�rr� _
CITY Of- FORT �7+C1RTH
STA\➢;7RJ:'v\5 HUCTION8I�FORM—DEVELOPEFiAWRRDEOPROJECTS
Fcrrr' RavisaC Ap�:l 2, 2014
$ 1,298,3D2.0�
n. / a
$ I,298,302.�0
00 41 OD 8id Form - DAP.dorx
00-0I pU
T]AP AR3 FC]RMFC]R PLBL]CI.Y HID PRbIECT$ONLY
Page 3 af 3
7. Fil[� �llk]fillt��
'].'his ]3id is submicted n�� September 23, 2021 hy theentiL}' na�ncd below
i2cspcctfully subxx�itted,
Rcccip� is acknosvled�ed of
$y: �- � Ct1G f4�1{)Lvi�zg f�,ddenda, lnikial
f Ss�nature}
ach Fusili�r
Vice Presiden d��e}
Titic:
Cornpany: IVorth Texas C�ntracting
Address: 499� Kaller-Haslet Raad
Adr�en�lum Ria. l
Addendurn �Ta. 2
Addendum �io. 3
Addendum No. 4
Keller, Texas 7624�
Sta[e of rncc�rpcaratian: Texas
�mail: zacr.�ntexcan.c�m
��hnne: gi7-43n-95�o
�N13 Q�' SFCTIC)N
�rry aF Faar woni H
STAN GA R P L�P15T P l. C710M11 61p FOR M-6E V ELpP ER AWARO ED P ROJECTS �0 41 06 Bid Form - 0.4P.docx
�orm 4cviscd April 2. 2�'=A
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Up A S 12
DAP PREQLIALIFICATION STAT£MEM'
Page 1 aF 1
SF{;TI[)N 0[1 45 12
DAP—PRE()L]ALIk1C'A'J').Q\' S�f'�.I'k:�n�NT
lia�h �3irldcr is rcquircd tU cornpl�tn th� infc�nnat.ioiY belc��v 1�y� i.dcnt.ifying lhe prec�u�tlified contractors
andlor subeontractors w•hom thcy int�nd tcr utili�e for the znajor work type{s) listed. �i� the "M�jor Work
T� Pe" box rrovide t.h� cornF�lcLe z�►ajur work tJ ne aiid actuai descri��tion as ,��rv�=idcd bv' the Wat�r
De artmerzt f'r�r water and sewer and TPW fvr avin�.
Majr�r 1�1'ork Typ� ContractorlSubconu�actor Cornpany Name Prequali�cation
l-:x�siratinn Date
Water I]istrihuticjil: 2�" and � North Texas Contractin�g
�]nder
Sanitary Sewer: l5" and Und�;r Nvrth Texas Contracti rug
Q413�12��2
D�13 U12U22
'T'}ic undersigned hereby cerlifies [�at t.h�: c��niract�7rs aridlor 5uhcontractors described in the table above
are currently prequalificd f�r ttic work types listed.
BIDllER:
$Y: 7.act� Fusilicr ��
(Signature)
TI'FLE: Vice President
��.T�: 1�Ja�/��
�:ND U F SECTIDN
CI fY �f hORT WC�iTf I
ST�I V 6�l �D C C]N STR.1 �T I•7 N PRE []L.G L I F I Cn 110 N 51 n I C h� CNT — DEV ELOPER AWAROED PRO. E C-5
ip{glWes�r.r.r
CAN-5035;9
�orm Versinn ScF[err7cr i, �61$
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CONTR.4CT�RCC]A1PLlANCE WI'i'H WO[iK.tK'S CC]RiP�NSAT?[�iti I,AW
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�N.C��J'II)1V QQ �35 2�1
C'.[]I�TRACTC3R CUMPLiANC:�. W�7.'H 1�v'QRK�R'� CDNIPE�SATIL�N 1.AW
Pnrsuant to Texas I_abor C'nde 5eetinn 4Clfi.09G(aj, as amended, Contra�torccrt.ifics thatit
provides �voxker'� compcnsatian insurance c���e.rage far all of its employces emplo}�eci nn City
ProjecL No. .(d-3.51 � C't�r�lractar further �ertifies tha#, puxsuant tc� Texa� Labor Gade, 5ection
40G.{)96�h), as arnended; it u�i]1 pro�ide to City i�s subcont.ract.or's cer�ificates of campliance ti��ith
warker's cc�rnpcnsation �o�erage.
CON'1'RACTL7R:
Nort� Texas Cnn�racting
Cnmpany
4999 I�eIler Haslet Rd.
Ad dress
Keller, TX 7624A
CitylS ta �e17ig
THE ST�hTE 4F TEXAS
C�L?VT�` OF"['�IRRA'_�iT
n�
§
By: �ach �usilier
[Please Print}
Si [� naturc: _
Title: Vice President.
(�lease Print)
I3�F'ORE 1�IE, the undersign�;d aut�ority, on this day personall�r �ppeared
Za�h ��usilier , knnw�7 fn ar►e ta be the person whiasc narne is
suhscribed ip th�e foregoiri� instrument, and acknc�r�ledged to rxie ihat hcJshe exetuled i�e s�rn� as
the act and deed o(' TX dY'iVe�'S l� cense __ far thc purpnses and
considcralir�n [her�in expt�eSSct� and in lhe capacity therein stated.
Ci1 V F;\71.NDER 1�7Y HAl'�ID :4NJ) ST� F1I� C]l� t7ITICE this 2 2 day of
December _ , ZQ2�
�����RY�I���.�f ���P"�r
+�\�1r► ..o , ''V��j
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rt � tU .. '�` ;� ;� a �
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��~ , , .. .._ -'� �y���
'�; �.=�.:rs : � , :��*�
� — -
l�otar}� Public i' nc c th� �taic of�Texas
�nn v� s�c�'i�}�1
ciTr r�� f�ox�i �e'pRTH
S:T'M�T�ARD C.ClIti5TI2i1CTYUhiSYECIFICA7TdNIl4CL:h3G.�1'I'S
Revised .�pri12, 201A
r.�c.- Bruesrnne
CP�I-1D.�.s19
0o sz as - �
Ileveloper A�waaded P[vjec[ Agreemenl
Page 1 of 4
2
4F.C'f'I[lN U� S2 43
AG ItEE.I�F.I�T
3 '1'fi]S AGRrr:11iFNT, authoriced on December 22 .` 2021 i5 made by
4 nnd h�tw�en ihe De��eloper, {L�'C }3lucslone, L,P}, authoriaed to do business in Tcxas
5 (`"r)cwcloper") , an�i Vur�h T�xas L:aiztxacting, auth��riLed to do businGss in T�xas, �icting by and
f [hrough its duly authc�nr��] repr�sentaiive, ("Coi�tractor"}.
7 L7evelvper and Conlxact�r, in cvnsiderativn of the mutual ca�enaizts hcreinaftcr sc� Corth, agree as
S foZlows:
9 A�ticle 1. W�RK
1�
1a
1a
13
14
1s
]b
1�
!S
19
20
Cantractnr shall complete alI Wc�rk as sp�ciiied or indi�ated in the Cantract Do�xiznents for the
Project identified herein.
Artirle 2. PRQ,�ECT
The pxojeCt frjr which the �nrk under the L:on�racl Docurnents may he t�e w�nlc nr only a part is
generally des�rihcd as follnws:
LPC Bluesione
C'Yr�r-103.519
Article 3. [:[�1YTRACT 'l'iY[7+.
3.1 Time is i�f the e�scnce.
Illl tirne limits fnr Mifestnnes, if any, and Ninal ticceptance as stated in the Contract
Docur�fents are of t�ie essei7ce t.o this ConLract.
2I 3.2 Fiilal Acceptance.
woxkin�
22 The �l'ork 4vi11 hc cnmplete for �'ina] Acccptance ��ithin {�S) ••��r ay�s af'ter the date
23 when the C'c�n�ract Tirnc cammences to run as pr�vidcd in Para�raph 12.04 c�f cttc Standard
24 City (�anditinns oi' i)ic Construction Contract for i]eveloper r`luiarded Projects.
25 3.3 Liquidated damages
26
27
2$
�9
30
3i
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33
34
35
3G
Contractor recagnizes t�at t.in�e is of' lhc cssence of this Agreernent and that I3e�eloper
will suffer financial loss af the Work is not completed within the: limc�s sJsecified in
Paragraph 3.2 aho� c, �lus any extensinn ihereof allow�d i.n a.cct�rdancc t� iil� Arlicle I[3 of
the 5t.�►ndard City Canditions of the Construclion C'ontxact f�r T]e�elcf�er Awardcd
_E'rnje�ts. The Cnntracfor �ilso reco�nicc•s t.he delays, expcnse and difficulties in�c�lved irl
prnving in a legal �roceec�ing the aclua] loss suffcred hy the De��elope�' if �hc tiVork is ruot
cnrnpleted r�n fizne. Accardingly, instead n#� rcquiriei� any suGh prnof , ConLraclox a�rees
that as lic�uidated dama�es fvr delay {but nUl as a pcnalty}, Cnnlractor shall pay
De�el4per F�'ive flurcdred Dollars {�SOf�.O�} for each day that cx.pires after the ti�ite
sp��ified in Y�ragraph 3.2 for Fi�1�l Ac�eptance until thc Ci�y issues the �inal ]..etter of
Acceptance,
C']7'Y OF' F�RT �4'ORTH C.1'C �ifuesror�e
5'I'A.�1TJ A R 77 C OA STRi� CTIL]ti S PH:C' I H I[' A' f](7 ti I]f7C i]M �N'I'S — L� E:WfiE,aF'E 12 Aw`l�RI3ED PRD IEGTS C!'_ti -1 Q3319
Rer•isec: June i6, 201fi
oos2a3-z
beveloper Awarded Projesi Agreement
Page 2 af 4
37 Article 4. C(iN'TRACT PRICF.
38 De�e�oper agr�cs to Z�ay Cnntractnr fnr pe.rfc�nnanGc af the V1�ork i�l aCCozda�ce with the Contract
39 [)ncumcnts an arrinzinl ii► curretit funds o�E One rrzaddion, two thousand ninety-eight, an�t three
40 husadrerl und two I]ol2urs (y1,29�,302.�Oj.
4i ArticicS.C�NTRACTDUGI71'IEN1S
42 5.1 CDN�'ENTS�
43 A, `�'hc Contract l�ocurnents which comprise the entire agreement between �eyeloper and
44 ContraGt.or conccrning the Work consist of tf�e followin�:
45 1_ '['his A�rccrncnt.
4fi
47
4$
49
50
51
52
53
54
55
56
57
58
54
6il
61
62
63
64
65
6b
b7
68
59
76
71
72
73
74
2. ,4ttachmcnts to fhis 1L};reement:
a. Bid ko.rm {As pr���ided by llevel�pex}
i) Progasal.�oxxzl [URP VcrSinn}
2) Prequalificati.o�n St.atcmcnt
3) St.atc and Fcdcral documents {praj�ct spec�r.J
b. Izzsuxancc ACC]RI] Fnrm{s)
c. Pay�nent Boiid (17AY �'crsion}
d. P�rf�i7nan�e Sond (17�.P Vcrsi�n}
c, ]1'iainttnance Sr�nd (I7AP Vcrsion)
f. 1'ower oiAt.t.c}nl�v fcrr lhc; Bpnds
�. V►'arker's Compcnsation Af'fidavit
h. 1�iBE a�idlar SI3� Conui�itmcnt Fc�rm (If required}
3. S�and�u-d City General Cond.itinns of' the Canstructinn Contract for Deti�lop�r
Atvarded Pra�ects.
4. 5upplerrzentary C�m�iitinns.
5. S�}ccifiealions specifically made a part of lhe L'onkract llncument4 by alta�t�rnent
nr, if not a«�chcd, as incorporated by ref'eren�:c and descri�ed �n the Table of
Cantents af the Project's Cantract Docu.ments.
b. Drawings.
7. Addenda.
$. Docurnentation submi�ccd h_y� C«ritractor prior to Nvtice oi' Award.
9. Th� lollowzt�� which ma� hc dcli�ered ax fSSII�d af'ter the Eff��ive I3atc of tiie
��rccmcnt arad, if issued, heec7rne an inearparated part of the C�nlracf Documcnts:
a. �(otice to Proceed.
h. �'ield Orders.
c. Change Clyderti.
�. L�ttcr of Ninal Acceptance.
C:]']'Y ClP' FORT �VORTH L.!'C CituesrQnc'
S'I'�'+lti 1�ARI] CO� STRi; CTIC7n SPEC:II-ICA'i'lUld DVC'L11�IEN'f`5 - Q$'VELOPER AWARDED PRO➢-E�'S CPI�-103519
Hevised .lune 16, 2016
UO 5Z ��3 -3
I)evelDper Aw:udcd 1'rajcct Agree�m4n�
Page 3 af4
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9G
Arti�Ie 6. INDEMNIF�C��'I'1��1
G,1 Cantractar covenants and a�rees to ix�dexnni#'y, hoid hxrrnless and cleCend, at its awn
expense, thc �ity, its «fficers, ser�ants and ern�ployees, from and against an�• and all
�ldim5 arising aut of', or allc�ed to arise ouL c�f', the fvork and serviGes ko be performed
l�y thc cvntractor, its �Fiicers, agents, emplUyees, sul�cnntra�tnrs, licenses ar in��itees
under tlus contr�ct. 'l�his indemnification nravisivn is speci�cal�► intended ta onerate
and �e ef%ctivc cvcn if it is alleged or vraven that a!1 or sorne vf fhe da�n��,e ein
stru�ht w re caused. in �vhale ur in parL; I��' an� act. omiss�oa Ur neyli�ence of'the citr•.
'1'hSs indemnity prnvisinii is intcnded tu inc�u�e, without limitakion, itidcmnit� fnr
costs, expenses and legal f�es ineurrcd by the city in d�fending a�ainst such �laims and
�auses aF actions.
G.2 Cantractor Coveeants and a�re�s to indemnif'y xnd hold harmless, at its awn expense,
the city, its officers, sex�ants and empla�ees, from and against any and all lnss, damage
or dcstru�tion of property nf the city, arisi�g out oi', nr alle�;ed to arise aut of, the wnrk
and services tn he perf'ormed by the contracior, iis afficers, agents, empinyees,
su�contra�tors, licensees or 'rn�vifees under this cnntraet. This indemnificatian
urn��isinn is snecitical!►� intcnded fo operate and he efiectiv� e�en if' it is �lle�ed or
I�rnti-en that .ill or some nf the damaQes heing soYiLht were caused, in wholc vr in part,
b► a v act omissi n nr li enee af the c�tv.
Art�cfe 7. MISC�:LI�.r�NFQiTS
97 7. ] Terrns.
98 Tcrrns used in this Agreement are dcfi.zted in �Irtfcle 1 af the Standard City Conditions of
9� ihe Cr�ns�ruction Cont.ract fnr I)c, cloper Awarded Projects.
IUCJ 7.2 Assibnment ol [:oniract.
lUl This A��rGcrriciit, including all ol the C.onlydcL I]rrcurtl�;rlts may iiot be assigned by the
]U2 C�ntractor w�ilhout the ad��anced express w�-ritten cons�nt [�f t.he l�c�clnper.
1D3 7.3 Successars and Assigns.
]�4 L]e�eloper and Cnntracic�r e:ach binds iiself, its paCtners, successoxs, aSSignS and legal
7�5 representatiw�s io thc other party� hcrcia, in respe�t to all ca�'enar�ts, agreements xncl
lU6 nh]igatinn5 containcd iia thc C.nntract Dc}curnents.
107 7.4 Severabilily.
�i78 Any x�rrn�isir�n or part vf the Cnnt.ract T7ca�umcnts hetd tv be t�nconstitutional, void or
i(]9 unenforceabl� by a c�url of �ot.x�petent jurisdiction snall be �I��m��i stricken, and all
I tU remaining provis.ions 5hu11 cantinue to be �°alid and binding upoil T]�'V'Fi1[)kER and
111 C'C7:\�TRAC:T[}R.
112 7.5 (�avcmirig Ivativ and Venue.
�I3 Ttiis Agrecmcnt, incli�ding aJJ af lhc C��ntract. I]ocumecl�s is �erFnrmable in the 5tate af
114 'Texas. Venue shall bc Tarrant Cc>unty, Tcxas, or the United States Liistrict Court for the
115 l�orthern i]istrici vf Texas, Fo�t 4Vnrth i]ivisinn.
CI']'Y ()]� }�[]H'I 1�4'Olt'1'T� LPC. 6iuesrone
S'1'ANl�7AH7]L"DtiSTR[TC'TiC7NSP�,CIHICATI(.i�lISC]['L:w1F:[t'fS—I]E�'CLOYliRAWA[tU�F'kal�CTS CPZ 1U331�
Res�ised .lime ] G. 20] fi
Q�5243-4
DeveloperAwarded Preject Agreement
Psge 4 of 4
116
117 7.5 �hut��oritv to 5ign.
z:18
119
12D
121
l22
]23
124
12S
Cnntractor shall attach ewidence of authority to sign Agreement, if other than duly
authorized signatnry of the C:ontractor_
IN WI`I'atiiFSS WNIiRCOP, Be�eloper and C'ontxactvr have executed this Agreernent in multiple
count��}�arf s.
This Agreemcnt is effcct.i �e as �f the last date sibned by the Parties ("Effective Date'�
C�antractor:
Develaper:
_ - ���r'
�_�
E� : B4�:
(. ignature) [Signature}
Zac� Fusilier
{Piinied Na►nej
"I-itle: Vice President
Campany I� arne: �i T Cantractang
Address:
4999 .KelIer Haslet Hd.
Jarnes G. Martell
{Printed Name)
Title: �re.sident
Carnpany name: LPC Bliiestone, LP
Address:
9U9 Laice Carol�'n �'ar%wa , 5uite 775
CitvlStatcl2i � Keller, TX 76244 Cit�IStatelZiEy: Ir�in�, T3C 75039
12/2�/21
Date
1��
121221�021
I]atc
CITY C1P FDRT tiVDRTI � 1,Pf: R2uesrnrae
STnIti1�A]tD L'U�S�rr�u(�����Dti SPE[:I�'IL'ATiUti L�OC:�;�.N 1'S —�]�VEL�PER AWARABB PROIL•L:'I� �PN-103� 19
Hevisa:d 7ui�c 1ti. 201 G
00 61 13 - 1
PERFORMANCE BOND
Page 1 of 2
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN-103519
Revised July 1, 2011
SECTION 00 61 13 1
PERFORMANCE BOND 2
3
THE STATE OF TEXAS § 4
§ KNOW ALL BY THESE PRESENTS: 5
COUNTY OF TARRANT § 6
That we, North Texas Contracting, known as “Principal” herein and 7
____________________________________________________, a corporate surety(sureties, if 8
more than one) duly authorized to do business in the State of Texas, known as “Surety” herein 9
(whether one or more), are held and firmly bound unto the Developer, LPC Bluestone, LP, 10
authorized to do business in Texas (“Developer”), and the City of Fort Worth, a municipal 11
corporation created pursuant to the laws of Texas, known as “City” herein, in the penal sum of, 12
One million, two thousand ninety-eight, and three hundred and two Dollars ($1,298,302.00), 13
lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 14
payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, 15
administrators, successors and assigns, jointly and severally, firmly by these presents. 16
WHEREAS, the Principal has entered into a certain written contract with the City 17
awarded the _____ day of ________________, 20___, which Contract is hereby referred to and 18
made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 19
labor and other accessories defined by law, in the prosecution of the Work, including any Change 20
Orders, as provided for in said Contract designated as LPC Bluestone, CPN-103519. 21
NOW, THEREFORE, the condition of this obligation is such that if the said Principal 22
shall faithfully perform it obligations under the Contract and shall in all respects duly and 23
faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 24
specifications, and contract documents therein referred to, and as well during any period of 25
extension of the Contract that may be granted on the part of the City, then this obligation shall be 26
and become null and void, otherwise to remain in full force and effect. 27
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 28
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 29
Worth Division. 30
This bond is made and executed in compliance with the provisions of Chapter 2253 of the 31
Texas Government Code, as amended, and all liabilities on this bond shall be determined in 32
accordance with the provisions of said statue. 33
Arch Insurance Company
22nd December 21
[;I] 6; ] 3 -'?
P�RFORnanrvc:� [�t�r�n
Page 2 vI 2
4
5
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8
9
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l2
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1$
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2$
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�s
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lti 1�'i`l'�Ir;�S WH�Hb;OF', �hc Princi�al and the Su�ety ha�+e SIGNED an� S�.�LED
this instrtirnent by tEuly authori��d agents and officers an tf�is tite 2��� day of De�ember
, 2Q�.
�
� � �-
' tness as tc� Surety
PRINCIPAL:
�orth Texas Contractin�, ]nc.
Bl':
Sign ature
�ach �'usilier. VP
Na�xe and Tit�e
Address: �99y Kcllcr f i;�:;Ict Road
Kelier, "I'exas 1G244
S URI;�'Y:
�,rcii fnsurance Cnn�pam•
��: ���'�t �.�� �
Signature
Rabhi Morales, �,itarney-in-fact
1Vame and Title
Address: 50[15 L133 Freewati. Suite 1JOQ
Dallas. 'I'� 75244
Te3 epji c�tie � uniber: 2 ti 41989- OOOQ
�Nate: If :,igncd i��� an officer o�' the Surcty Carnpany, there r,�ust be on fil� a cc.rtificd extract
fr�m tl�e hy-law5 �ho�a�ing that this person has aut�sorit�� to sign sucb c�bli�al.inn. if
5urely's ��hysieal address is ciif'f'ercnt tre�rri its maili�g �cldres�, ��nth must b� grovi�ied_
'I he ctate o'F ti�e band shK�il nc5i be pri�or to the date the Cc�ntract is aw�arded.
C'1IY (�F FC]RT L�'C}RTH
S'1',i�lllAhD CD\'STRL:CFif)'�' SP�(�ii�]Cl1�'I{1hI DdCUlwlk-:V'['S
Re4i5�d July 1, i[]1 :
Lt'C fJr:rc� ro„c
C'.PN-i fJ.3519
ATl' � I': ��
i
�_
( rin�ipal) Secretary
13nnd �Ia. 5i; ] 17�15$7
:l[] fi7 i�i - 1
PA�nr�1vr [�ovU
Y<<�=c i nr 2
1
2
3
4
5
b
THF, STATE QF TEXAS
�+QiT1�iTY UF T.�1RR.��NT
SE(:'t'I�N DD b2 l4
PAY,I�IE�'T I3�Nll
§
§ 1S1VOL7V ��I.�. BY TfIL��: I'I�.S�,PVTS:
�
7 That we, �Iorih Texas Cantracti�g, known as "Principa]" herein, and
8 Arch Insurance C��m�3an� _, a corporate surety ( or
4 su�eties if ixaaz•e than o�1c), cl�ily authorized to da busi���5s in the State af Texas; knawn as
1[] "Suret}" hcrcin (whc�her nnc nr more}, are heid ��nd finrily baund untn the �cv�iopur, LPC
] 1 Sluestone, LI?, aufhorized to do �usinc�s in Texa.s "(Develaper"}, �,nc� tt�e CiCy of �ort ��'nrth, �t
12 TexaS n,ur�icipal corporati�n {"City"}, in thc penal sum af One »tailir�n, two thousa�d ntnety-
13 eight, �arad three hurutred a�xd two DadIar:� I;�1,24��,3�2.00j, la«•ful �nc�n�y of the Linited States, to
�� be gaid Tn Fc�rt ��Tort�, i'arrant Counhr, 7'exas, for thc p�xyrr�ent af wi�icI7 surn well and tr���y bc
15 �nade jc�intly unta tli� I?eveloper unci lhc City as dt�a] abligees, we binc] uur.scl�cs, our heirs,
16 executors, ac9rninistrators, successors �u�d a5si�ns, jointly and severally, fir�r�ly by these presents:
17 1�V`IYER�AS, 3�e�•e]aper �nd City h�iVL' �nicred inta �in A��reement fa�� the Gonstructa�n af-
1& communi#y facilities in the City c�€� I�art V4'ort.h, by a�c� through a Comrizunity �aeilities
19 Agreeinent, �Fr� �Tumber 2] -[]l3� �nd
20 WHF.REAS, Priz�cipal has entered inia a certair� written Contract u�itl�, Ucwcloper,
2I awarded the 2Znd day oF Decemher _, 2U �1 ___ whictl CQntract is hereby
22 refe�rcd tcf and made a part hereaf far alI purp�ses as if fully 5c� f�rth herein, ta furnish ail
23 m,tCirials, equipment, lahor and ather acces5ories as defir�ed by law, in the prasecut.ion nf the
24 Work as pr�vidGd f'or in �aid Contract anci desi�;nated a� I.�C Bduestorce.
25 NC?4�`, 'I`HF�RF.FORE, TI�E COVI]ITI�1�' �F THIS ORI.iC�f1TiON is such that if
2fi Principal sha]] pay al� rnonies aw.ina to any (�nd all) p�ym�nt bond benefciaxy� (as defined in
27 Chapicr 2253 of the TexaS Gt��ernment Code, �S �L112I1C��C�� in the prnscctition ofthe Work und�r
2$ the Cont��aet, then rhis oi�ligation shall }�e and became nuYl anci ����ir�; o�hcn�isc ta riFnain in full
29 farce �n�i ef�ect.
3U Th is band is made and exe�uted in coinpliance ��•ith the pro�+isions of Cnapti:r 2�53 0[` the
3t Texas Governrnent Code, as amended, and all lia�i�ities ni1 this bond shall bc deterznined in
32 aCCo�dart�c with the provisians nf 5�id �tatt�te.
Crr�- nr rir�t r w'nx'rx GPC �riresrone
57'.aVU�'�RD CITY COyI�E7IC}N5 ]7EVELDI'l:1� AWARll�17 YHdJ�CTS CPN-[�3a19
Re�•iscd .i �nua: v :i i, 21;12
fYi] 621� - 2
P�Y1?F.NT RC)\ L7
P��g� F .�f 2
1 IN Wl'il�'�;SS 'V'�'H�:RFDF, the Pri�icipa] and Suret� ha�e ea�h SIG\�:l) and S�ALED
2 this inst�u.rn�nt �y r�uly autlzorized agents lind aff.icL�:S ��n thi4 thc '2�� da�r of
3 I]eccinhcr _ 2(J 2 i
4
f'IiI�TCTPAI.:
�lcx�th I��xas C;vntraating, Ino.
ATTF.S T:
BY: � /�
-�
5igna[ure
7,ach Fusilier
h ame and 'I'itic
Address: 4999 Kcller F�as�et Rd.
Kel l�r. 'i'X 7fi2�14
SiJR�TY;
Arch [nsurance Compan�
AT1"�S"i':
� z��-�.�.a����.
(S�ir�ty) Secretarw�
..� �
W' ness as ta Surety
raciclreti5: �OD? I.HJ �ree�va�. SuiCe 150b
Dal las- 'l�k ?s2�-4
T�lephone tiurnber: 2k�1g89-D04Q
5
�
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IO
�
Note: if si�netl hy an �►fficer af the Surety, there mast he on file a certifii:d cxt�act from the
bylaws sltowing that tEiis persan ha5 authorit�• ta �i�n sucl� «bl�gatian_ If Surcty�'s priy�sicai
address is different from its mailin� a�idress, hnth rnust be pro�+ided.
The date af the bond shall ndt �e pri�r �r� the. da[c the Cnntra�t is awarded.
BY: , � ��- � ". _��.�y--��
5ignafurc
Ra6biMaraies, Aitornc�._in-fact
Viilll� a11C� I1Li�r
END OT SEC:TI[]'�
C'ITY �h rOK'f 1'�'C7�'I'i-F L.PCBluestone
�TAICDARa LITY C"L}tif]]"1 [{}�g -laf-:4'E:LQYtik AWARDEiJ PRO]ECTS CPr'I•143519
Revised.laru�r}� 3l, ?Oli
F3nnd �va_ 5U1179587
66 b2 l�: - 7
NL4Il�TENAPiC� i�4nn
Pab�e = u: �
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TH� STATE OF T�XAS
CUUN'I'� U� TARRANT
sECTro�v aa �� � 9
Mt�IN'I',�NANC:�; �3�1VD
§
§ KIV�S�' AIlI1 RI' TfII�,�E PRES�:_�'1'S:
§
S �I'hat we l� arth 'Texas CC�nl.ractin�, lrn�wn as "�'rir�cipal" herein and
9 .'lr;:h Insu�•an�e C'nm�,ati�� __ _ ,� cat•p�rat� SureCy (s�reties, if rribre
lU than one) duly authoriced ta do business in the State of Texas, knt��.n �s "Surcty" ltcrcin (�vhet�er
11 one ar mc�re), are held and �rrn�y boux�d untfl Ebe De�el�per, T.T'C; �3luc.stane, LP, �utY�orized ta d�
12 busincss ii3 �'exas {"pevelopcx"} �nd thc City af FnrE Wnrth, a Tex��s municipal cvrpor�tion
13 �"City"}, in t�i� sum c�f �)r�e rniIdiorr, t,vo thousand ninety-eight, crnd threc Jca�nr%rerl arad two
1�4 T1r�ldcars (5�,.298,3D2,QC�j, lawFul inun�y of' Ui� �Jnitec! Siates, to be paid i.n f'art Worth, T�rrant
15 Caunty,'i'exas, far payincnt. nf which 5um �vclk an�i trul�� be inade�aintty u�nta the Devel�per and
16 the City as dual ubligees and their succc5sors, we bind ourtielve5, e�u�� heirs, executors,
17 administrators, successors and assigns, jmintly dnd severaI,ly, F'irx�aly by lhese presents.
18
19 WIiTRFAS, De�°eloper aud City have entered into an Agreennent for the construction of
2� ion�Tnurtit.y fa�iIities in the C:ity of Fort �Vorth by and tIxrough a Cvmmunity Fa�ilities
2]. Agreem e nt, CFA Nu ml�ez� ? 1-[} 13 S and
�2 WFiTHEA,�', the Prit�c.ipal has �ntered inta a certain writtcn c�>ntraci wittY the De�eloper
23 awarded ihe �'L�d day of DecemUer , 20 � 1, vvhich Contract is
24 hereh�. referred ta and a made part hereof for all purposes as af f�ally sct fvrth he�-ei rl, tn furnisl3 all
25 materi�ils, c��uipinent Iabar and other accesscartes Zs cicfir�cd U}� Ia�v, in the prnsecutivn vf t}�c
26 Work, inc[udii�g any �Vork resu�ting fram a duiy tiut.h��riEcd Changc C)rder (collecci�•cly° hcrcin,
27 the "Vdork") as provided for in saic] C:n��tra�� and designated as LPC 13Guestnne; an�i
�S
29 V�'��TRFAS, F'rincipal binds itself ta use such matcri�lti attd to sa eonstruci the Worl� in
3{1 accordancc: with che �Slans, specifications and Cnntract Doc.umcn�s lhal ihe Work is and wiJl
31 rexr�ain free fram d�fects in inaterials or wc�rkmxn.ship for and during t.he pef�iod af fwn (2} years
�2 ��ftc:r the d��te af Nin��l Acceptancc of ih� Wark by ihe City ("M�iintent{t�ce 1'eriUt�"); and
33
CITY €]f- FCIf� I WL7E2'[ H LPC 8leeest�ne
5'1'a1'B�RD CITY C(]�'DITIL]lti5 :7f=.1'�LC}f'�A AWAlLL7�D PK4JECT5 CPi� f03519
Rc�'iscd .famiary 31, ?f!�''
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2�l
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IG
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X�
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�Q
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�a6�? �� �
�i;7E\l I:\+��lCk: }iClitiT)
P.ige 2 c, � 3
WIII;REAS, Principal binds itself ta rcp�ir nc recnn ytruct the Work in whole ar in part
upc�n receiving noticc frnm t�e ne��lnper �tmcVar City af the need thcrcof at any tinie ��ithin the
�wlaintenance Periad.
!�(]W `I'HEHEl+'4RE, thc condition of ihis Qblig�kion is yuc� that if Princip2�1 fi�tall
reine�iy t�ny defect�ve Work, f��r which tir7�ely natice wa5 proyEded �ry Ue�eloper ��r City, to a
compl��ian satisfactory t.n t11e Cit_y, theii this obligati��n shali Y�ecome null and �o,ic3; otherwise ta
remain ir� full forc� ai�d cff�ccl.
PR[)VID�I], HOWEVER, if PrincEpal .Shall fail so to repair ar xecar�struct any tim�ly
noticed defect.ive 1�Vnrk, it. is agreed that the 17evclop�r nr City ma}� cau5e an} and all such
defect.i�;e 1�'nrk t�� he repaircci an�]In.r rec«nstrt��l.cd ��lith a]] a5sn�iated cost� Lhcrcof hei�g Y�orne
by cl�e �'rin�ipa] xncl thc Stireiy under thl� MainL�nttncc Sand; and
PR�V TD�D FLiRTHL;R, that iF any legal aciion h� filed an t�is E3cjnd, vcntic shall lie in
Tarrant Caunty, Texa� ot• thc United States District Caurl 1nr tiie Northem C]isirict of Texas, Fart
VI+`orth r)iviSic�n; �tnd
PRi}VIL]�:I] FL'lt'TH�R, that this obligation sha116e contimuous in nature 2�nc!
SUGCe5SiY0 I'BC4Yerieti may l�e had her�on far successi�e hreaches.
CITY [lN NC7RI 1'1'C7R'f Ff
S'i'A�1�AT2D CITY C:(]�C]LT'IC3�1S - L]�4'H1 .[]E�ER AVWAR�]L[] P[2QIECTS
R�Liced]anua[y 31, ?f!:?
T.PC 732uestv�ee
C:k'N-10�5: 9
p[]Ci�-9-3
MAIId'PE�+�itiCF: RpNCS
d'age 3 of 3
2
3
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IN�ti'IT1tiESS 4'4'I�FRFDF, tlz� Pi-i�icipai and tl�e Surety ha�e eack� SI.C��fF:i7 �,�d S�;AL�;U this
intitr�inent hy duiy aulhuriced �i�cnts a�.zd offic�rs rni fhis the .?2nd day of U���mher
, 2021.
�'ll'I'1:ST.
(i'rincipal) Secretary
��
If
r1 �sf
_ ..1.. f.
Wit s. as toFrincipal
A'I" I'F,ST:
��-��i. �- -
(Surcty ) cXe�7ry
� ��
Wi ss as to 5urety
PRINCJPAL�
North Texas Contra�tin�,.LIIC.
SY:
5i nature
Zach Fusilier- VP
'.Vame and Title
Address: 4949 Keller Fiaslet Rd.
Keller. TX ; 62�4
S[ J f�ETY:
ArcI� Insurance Com�ani T__
E3Y� �r�.,��t� �l.s.-�,,�_
Si�nature
Robhi Marales, .�tt�rrney-in-fact _
\�ame and Tit1e
AddreSs: . 50�5 LSJ Freeway. 5uite 1500
�allas. TX '�52�14
Teleptiotle �Ium:�cr: ?I4+'989-400�
�`Noie: If 5igt+c� hy at� officer of the S�retv C�im�an}�, �ricrc n�usi he nn fi�e a certif�ed extraci
fr��m the by-la���s sft��wing That This persnn h��s auth�rity lo Sign s�icki ��l�ligatit�ii. If
5urcly's pl�y�iczl adclres� i.5 diffcrc��t £roni it� maiiing address, hnth rnust be prc�vidcci.
The date af the bond shall nat i�c pri��r t�� thc d�tc thc Cnntract is a«•ar�ed.
CITY OF FdR'[' G�'C]RTH
$`1','11"L�ART] CiTY C��DlT[C)T�'S— �EVELqPER AWARI7fill Y12aJE�'I'S
Revised ]anuary :i 1, 2Q I 2
L!'C 6[uesrnne
[:PIV-T03519
A�c oaaa3��oso
This Pnwes afrttlnrney fiiriits tf�e acts of 11:nse t�amed kereifr, nndlFier hraue �:o uu�7roridy fo hindthe C.'nn�pa�tl� ��cep1 ive 1Jre maHrter mrd ra lhe exf��t herei►� sfafed.
Nrll uplid,far +\'rrfe, l.nqn_ f.�tter nf-L'r[�drf. C:u+'re+�r.}• 1tatP. I�itere.rll�ate �r I�te�irle��dirri Vulrre C:rfarrsrrrec.s.
rowEx oF nrTaRti Fx
1C�zuw �111 Pe:�sans 13F' Tl�ece Presents:
ThaL the Ai'eb InS�.iraiice Ct�ii�pa='.y, ' co: pors�ian organi xed aiid existiug under the �aws Uf l'�e Scate �f vJissoi::i, tia�ing ils priutip:_1 reil'niri:s�ratiwe ofFice in Jcrscy i;ity,
ticc�•.f �rsey �her;.in�i;{e: refz-i�c 'o a5 the -Comp�ny"} does ha�ehy appoint�
➢)nn F, C ornell. Josliva SauuderS� i{Clly A. WeStE]rapk, Ricardo d. $eYna, RobUi 14qorsles, Sapktinie Huntcr, Tina Mc�n•an und Tonle Fetrnnek oF Dallas, TJL
{�,1CiEJ
its r.0 e�:n d I�su i'u � A't�:�rne} [s�in- ra et, ta m:�k�_ execu ie, sca L and del: �cr f�om the dute of i ssu�� nr.e o` E L i s�c��.ver .'e+r .i n:: nu it s t�c'.ia: F a 5 sa reLy, a ne a� i:s aet � nd deed:
A^y und a:l] hund�, �insienaki:��;s, � ccu�r,; r.,�,ccs ��� ci other surcry nhLoarior.s, :s rhe penz] .=.•a�r. nnr excccdi: � N:nci,.. wlil:ien: 7011, rs i E9"v.000,Of1f.�.Ori'i,
'flu, authc�rity duer; .�u: nern�i[ 'h.� �aric oh:iga:inn [o be sgL[ in:o !��� ur ru�sre bo�:ds Er. o'd�r :i? 1�-:ng eac:. :uc'ri ln�r.0 ��i[hia ::ic do:l:r'imit p= au �nri�y as �t f�rih
hc:�`n.
T'.�c �rceu':or o* 5'ach. bonds, u'.de�takir�s. rceo(;ni�nnees nn:_ �?:.er tin'ety n'.;ligulit�ns i- �a:suar;;:c of :F�=_c p:escnts sklal: �e at hind::ig upnn t:c saic3 C'campan� a5
i:�lly .,nd ::n�n'.y tr, al] ir,_cnts anc �urpnses, as i- the sair.c had hce:: c'n y excculcd a�d ::cknnwl�dtcd ;y :ts rr;:ular_;• c_ec:ed ofFi�:.s al 1i5 p1'e�cip:�? adm�ni;re:stive
r.f%:;:e :n ] ersey C;i[y. n ���. der.ey.
This Pou•e: af A��n:�ley is tx:crl�r. hy ,tut:lrn=ty aF resc�lutinrt� ,t�.�ptcd!�y �:n: iii��:ous co'.sen' �f rhe ?3oard ni ]]i-ecinr5 of ihe Cr.rnpar.p ur� Dc�emher lU, 2024, true
Rild iiCCLlIL':C C:V�1�5 L1P V;�llCt= i'-'C �.Ci�]Lil I1C[ SC� ��l'[}::in[I Ii:C }:CrCf!1` CE.'I]flC� to b; !hc -.:r.nersiti�ied S:crei«ry.:s �cins= in 1i:11 �nrcc ur�ri e['cct:
"V@TETI, fhat tl•.c C:hairr-��1 n' :hc E3n�rd, =h� P�zsici:-�t, or t:�e [i.�eculivC V1CC i'r�s_dcnl, or •r.ny 5eniar Vice °residc.nt, nf'�e 5•�rcty BUSiness ll'��isior:, or [hcir
9opoin[ccs [la�i�nnted in «:itin� and 'iled �;�itn the Sccretacy. or chc Szcretar'j+ sh,:l' Ir:�c ehc pc�wcr and ,��.�h��Pty u� �pRc�in� u�:en:s and attorneys-in-fuct, and to
a�Lihnrize thern �uh ec� t❑ �he lir_�ii��io�:s �e[ :rn-tr in [!teir :cs�cu:vc po�vcrs af atfor7cy, r� execr.r.e on bet��if e` tk-e Cncr.;�ar,y; and at:ach :t:e seal of :ne Compaoy
therete, ho��ds, rn�ic�vk:n �s, rer.n�n�i�anu:5 z:nei �'.her sur��y c�hlitzi�i�»5 e�b]_eatnn• ir. thc n4aire the:eof, �::� ;;_ly such oFl���:� ct' th� Con:I,any inayappoint agents for
ac�ceatance ¢�t"pr�+�cs�."
['] iis Pewc� n- ��rtnr:tey is signeA, sealed and certified ��y tac;imileunder and 6y authority ofthe followingresalution adopted by fhaunanimous cnn,ent �ftiie Bnarii e�
Uires[ors o1 lt�c Cump:�ny un Dc:crnbrr 1D, 2D20;
V07fF.D. Tha: [7c s'.gr.aiun: nf [h: Cha*�fnar. n.`[L^c t3oard, [ite Yresiiic:.:, er [hc Lxccuti�c Uiee President, or any Senic�r Vib� Presic;ent, uf�r'ie Sarety' E�usiness
Div�;i�,., e_ :hcir ::ppoineccs dcsign:�lc;: ir �s�iiin� :ind '=1cci wie�i �Iic Secre:ai�•. and �he signsaxre of the Secretary, taz sex: of1a� Comp,�ny. xr.d ce�rifica'inr.s hy the
S�cretciry, i::ay hc a`�iscd hv tacs:iu:ls e:� any peri�cr et �l[e:neyor bon� c:�cculcc: p�,r��.:ant [o s}ie resol,�tior. ar:opl�d hy :lte F3oc:rd uf Dir�c'oi5 ;.�n Decen:ber 1{i, 2d24,
�arrd :� �y u:::n pnucr sr. rxecu�ed, scalcd ar�u cvrrficd �i•ieh respec[ ro an� Uond or vr:dertalring to �L•L•ic?i il is a�l�3ch:+[l, shxii :on[inuc C� ht 4•�]i�i a��d bindir.g t�pon the
Campany. In Te�timan�• �i hereaf, 'h� C;,��7pauy has c:3.iti�d this instiurn�eiit ::� be signcd ar.c :ts cvrp[ r�re seal ta be sit':i�ed hv their auiha.-izad vFficcrs, tfus 7�h day of
Decem6er, 2{}� ]. +���
1ttc�tcd xn d Cerlili�d
—�.--+. � . �F� V
Regan :, SF:ulr:en, :iecre::irY
STATE UF YLN�SYi.l�4.�lA SS
CO[3i�1TY i]F PFiiL,ti3F.l,�'Hl_1 �'u5
�� �
C7JK1l]IttitF
5 F.►i
1971
� K�SiO�F� /
Arch Insurance Cumpany
+����� u �
5tenc�n C'. Ruschek, F.xecuiive Vice I�resident
I, i1^Iichele lripodi, a Nnrary• Ruhlic, dr. herciay certify t�at Regan .4_ Shulman and 5:ep'�an C. Rusch�k persanally i[nown to irc to be ri� sarnc'�e-.e'is v.�hnsc: ar�cs
arc respeclivcly u: y4crc';iry ;:r:ci T.xecutit•c Vicc PresiJrnt :�i 1:�e ;1�:1i Ir.�ura;:ec Ceinp:::iy. a C;or�n:r.tion oY�lriiCd i-nc{ cx sti-�rr .:r�dc. cl�c Iz�i•s ui' [:zc �eatr u=
Miscn+iri, s.�bs�i�ied :n tl�e frnegn:_ig'.nsYurnenr, a�}peare;i '�efc�re i�e tl�is day ;r. �erse ar.d sc�•cr,t:ly :t:::;nu•.�:cdgcd t}i;�t They''�ei iK tr.cr��nte dti:y ati[hnrircd �iv:��c,
ticaled ��•i[h die carporatc =ca'. xnc dcli��c: cd nc� said ins`ruircr.� r:.y i:hc frcc rn.i v��'u�tar;� ziu c�f`said c�:�ura[ior. u.�d a5 chci:� c�wn $•ee unc{ �p�crs rur 1}i� u��� an[�
rurpas�x therein set fixth.
C.dewtsonrresi�h d PKraa�rhfe • ��tfeySCal • � � �
A�1AiEE� TRlP001� �fOury A�Fk
���r �1ick c i'pucli, Votir E ublic
�b LatnatlS3�ors Ea�plrvt JdYy 3 t, xORS _
{,��}�� �� VI]r CL'I.lI1:5310i: C•ILn:C�F, Q7I3112U25
CL1tTIFIC'�']'IUN
i, Regan A. Shulman, �ccrc[ar} ;�Ithe Arch lns�irar.cc C;ompc:y, du hcrc'�y ;er...'w Ih[�t ihe altnche� Puff'er of ,lttnrnc}' dxlcd FlcCember 7. 2a21 an behalf of the
pnrson(s] tt� li sled abcz�•c is :, ;rnc and e��^ccc enpy :��.d cli�t the sar.-e :i:�� heen ir. :iii; -nrce ar.d effect s�nce the date sa�reof ar.d is .;. Ful] :urcc a_�J � ifeci ��r� the de:c nf
ihis ccrti�,<:�c: ni:d 1:'.e riir} er �ertii� ,} a1 ::�z said S�e.�t�en (-_ Rutic};ciY. �vlio� cxc�al�c: �f_c Pe�;cr o' Attarney a5 Executivc V icc I'resir,en:, H•as r�� :hz d�:te n' �xec�:inn
ot c':�: a�c�a41-�c° Pu�� c- ur .Attnrncy-tic .3.�1y c:cc:cd F.xcca�i�c 4'icc Presid�rt of th� Arch lnsurance C �mpany.
IN '1'f�.S'1'11170�1' WFiF.RFpC, f hci�e h�r�ur.[e s�:h�c-ibed �riy r:ac:�e a:�d aflixcd �lie �orporare scel Qf the Arch Insurance [:n�r.�an�• m�h'.s22r.riit�� Of e�eri��.er .
2U? t
Ke�� . Ulf�
Shiilma:i, �ecretary
Thcs Puwer of Attun:::y l:ni s�he ac[, of'Fose named therein to the hqnds and undertakings specifically named Llicre:a ard nc�y �acc nn aa-hnr."�s• -:� bind the inrrpAny
cxccpt ii� the inaonc: end ;o thc cx[�n! ncrcin stated. ���
F'i..H:,15H' 5i:11] AI.I:C'l..h[M ITV[�lliRiP'S I�ELATI\C� TV 1'E[I5f3il�lbTQTHEFQLLUV4`LVGADDRL58: figr 40
.1z•ch Insuraiycc— 5urctg 1]iVision �
3 Yarkwati, 5uite 15�fl r ���E
Philad�lp6ia, E'A 1�111iZ V s�
� � 147T
��i�l{��
% verrfy the uuthenrlcl[yof [€�Is Pawer ofAttarney, pieorse corrructRrch lrrsurance Cvmpany atSureYyRuthentiGC�ar��+insurante.snm
Please refer fv the above namedJlftorney-i�rForct and the detQils of the bottd ta which tFre pawer is erttached.
AICPdA04�12� Printed in U.S.A.
IMPqRTANT NOTIGE Ta A�L TExAS PQLICYH�E.DERS
IMPQRTAN7 NOiICE AVIS� iMPOR�ANT�
To obtain information or make a camplaint
Para ❑k�tener informa�ian ❑ para someter una
queja:
Y�u rnay call Ar�h Insurance Group's toll-free
telephQne numher fpr information or to make a
cornplain! at:
9 -866-413-555�
You may also write to Arch Insurance Graup at
Ar�h Insurance Group
'Harhorside 3
21U Hudson 5treet, Suite 30�
Jersey City, N.I 4i311-1 � D7
You may contact the Texas Dep�rtment af
Insurance tQ ohtain information �n companies,
couerages, righfs or complaints at:
� -80�-2�2-3439
You may writ2 the Texas Qepartment of
Insurance:
P. 0. Box � 4aD9 9
Austin, i?C 78714-9091
Fax: (51�] 49a-1QQ7
Web; h#ip:lJwww.#di.texas,go�
E-mail: ConsumerProtection a[,7#di.texas.go�
PREMIUM DR CLASM aISPUTES:
5hauld ynu have a dispute concerning your
premium or about a claim y��a should �ontac#
the Ar�n Ir�suranca Group first, If the dis{�ute is
not resal�ed, yau may c.�ntact the Texas
Qepartment of Insurance.
ATTACH THIS N�TICE T❑ YQUR POLICY:
This notice is for informaiion only and daes not
be�ome a part ar condition af the attached
document.
LJsted puede Ilamar al numero de telefono gratis
de Ar�h Insurance Group para inforrnacivn a
para someter una queja al:
t -866 -4'13 -555a
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�0 MLD442 44 a4 16 Page � of 1
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
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5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
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Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. 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.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. 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.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Conha�t.
{Check this box if there is any City Parrici�rion)
� Not Requu�ed far t}us Coutract.
It is City golicy to enstue the full and equitaUle garticigatiou by Miuoi7ty and Wonten Business
Enterprises (NI�BE) in the pro�tu�ement ❑f goods artd services an a cantrachial basis. If t}�e
Conhact I]a�iunents provide far a MWBE goal, Cantractor is requued to coingly with the inteut
of the City's MWSE �rdinance {as antended} Uy the followin�:
1. Conhactar shall, upon request by City, gravide coinplete and ac�urate infonuatiou re�arding
actual wark perforuied by a MWBE on the Contract and paylnent therefor.
2. Conhactor will not inake additions, deletions, or suUstihitions of accepted MWBE withaut
written consent af the City_ Any unjustified change or deletion shall be a uiaterial breach of
Conhact and inay rest�lt in delaai�ient im accardance ��ith the pracediues autlined i� the
Ordii�ance.
3. Contxactor shall, upon request Uy City, allaw an audit andlar exaiuivation of any books,
recards, or �les in t}�e passession af t}�e Cantractor t�iat will substantiate the achial work
perfoi�ned by an MWSE. Material uusrepresentatiau of any natw�e will Ue grouuds for
tei�vnation of t}�e Contract_ Any such inisrepresentatian inay Ue gxounds for disqualification
of Contractor ta Uid on fiihue conh�acts with the City for a pei7od of not less t�ian three years_
S. Conhaetor shall Ue fi�11y responsiUle to City for all aets and ouussions ❑f t}�e Suhconhactors,
Suppliers, and ot}�er iudividuals or entities perfoi��iug or fiu-uishin� any of the Work ji�st as
Conhactar is responsible for Contractor's own acts and omissions. Nothiug iv the Contra�t
Docuineuts:
1. sltall create far the benefit of any suGh Subeonha�tor, Supplier, or other i�dividual ar entity
any �ont�ach�l relationship betwee� City and any such Subcouti�actor, Supplier ❑r other
individual or entity; nor
2. shall create any aUligatian on the part ❑f City to pay or to see ta the payment of any moneys
due any such Subcontractor, Supglier, ar other individual or entity excegt as uiay otheivvise
Ue reqtured by Laws and Aegulations.
C. Conhaetor shall be solely responsible for sc�iedi�lin� and caarriivating the Work of
SuUcontractors, Suppliers, and othe�� indi�iduals or entities peiforuun� or fiu�ishing any of t}�e
Work under a au�ect or inciu�ect canha�t with Cantractor.
D. All Suhcanhactors, Suppliers, and such ot�ier individuals ar entities peifaruun� or fiu�ishing
any of the Wark shall coiiuuunicate with City t}uough Cantr�actor.
E. A11 Work geifoi�ied for Coutractar Uy a Subcontractor or Sugplier will Ue ptu�suant to an
appropriate a��eeinent between Canhactor and the Subco�tractar or Supplier which specifically
biuds t�ie SuUcontractar or Supplier ta t}�e agplicaUle terins and �onc�itions of these Cantract
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Docuineuts, Conri�actor shall grovide City contract nurnUers and reference niunbers to t}�e
SuUcantractors andlor Suppliers.
5.a8 � c�ge Rates
❑ Required for this Contract.
� Not Aequu�ed for t}us Co�tract.
A. D�r�� to p��> P�evaalang ��age 1Zafes. T1ie Conha�tor shall �omply with all reqtureiueuts of
Chapter 225$, Texas Government Code (as arneuded}_ ivcludutg the paylnent of not less than t�ie
rates detei7uived by the City Cou.ncil of t}�e City of Fort Worth to be the prevailing wage rates in
accardance with Chapter 2258. Suc}� prevailuY� wa�e rates are included in t}�ese Contract
Docuineuts.
S. Pefral�° for T�ioTatiofr. A Contra�tar ar any Subconh�actar w}�o does not pay the pre�ailin� wage
s}�all, ugon deinaud tnade Uy the City, pay to the City $b0 for each worker eiuployed for eaeh
calendar day or part af tlte d�y that the worker is paid less t�ian the prevailivg wage rates
stipt�lated in these conha�t dociunents. Tlus penalty shall Ue retained lay the City to ❑ffset its
adininishative costs, pursuartt to Texas Governrnent Cade 2258.023.
C. Conaplairrts of i�iolations afrd Ca�° Deter•rnitrafaor� af Good Cause. �n receipt of ivforinatian,
inchiduig a coinglaint Uy a worker, �on�emiug an alleged violation of 225$.023, T'exas
Governuient Cflde, by a Canri�actar or Sub�ouri�actor, the City shall uiake an initial
dete�ninatian, before the 31st day after the date t}�e City receives tlie information, as to whether
goad cause exists to Uelieve that the violation oc�uired. The City s}�all notify in wi7ting t}�e
Conhactor or SuU�anri�actor and any affected worker af its uutial deteruunation_ iJpon t}�e
City's deteiYnivation that there is good cause to believe the Conri�actor ar SuUcantractor �ias
violated Chapter 2258, t�ie City shall retain the fiill amounts claimed Uy t}�e �launant or
claiuiants as t�ie difference Uetween wages paid aud wa�es due u.nder the pre�ailing wage rates,
suc�i amounts heiug subhacted fram successive progxess payinents pending a i�inal detei��ination
of the vialation.
D. Arbrtratzofr Re.qararer� af Violatran Nnt ResolverT. An issiue relatiug to an alleged violatiau of
Section 2258_023, Texas Go�enunent Cade, ivcluding a penalty awed ta the City ar an affected
worker, shall be subinitted to bindin� arUitration in accordance with the Texas General
Arbitration Act {Article 224 et seq., Revised Statutes} if the Contractor or SuUcontractor and any
affected worker does not resolve the issue by agX�eezuent before t}�e 15th day after the date the
City makes its initial detei�vnation ptusuaut to Para�rap�i C abave. If the gersons required to
arbihate under t}us section do not a�ree on an arbitrator Uefore the l lt}� day after t}�e date that
arbihation is requu�ed, a district coiu�t shall appoiut an arUit�ator on the petition of any ❑f the
persans. The City is not a party ui the arUitratian. The decisian and award af the arUihatar is
fival and Uindin� an all parties and uiay Ue e�far�ed iu any caiu-t of �ompetent jurisdictiou.
E. Records to �e. Maintanred. The Contractor and ea�h Sul�contractor shall, for a geriod of tliree (3)
years followiug the date of ac�eptance ❑f the wflrk, uiaiutaiu re�ards t�iat show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 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 EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor 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 SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’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.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the 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 Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating 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 on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 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.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, 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 and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. 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.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN-103519
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
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b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
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1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
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Revised August 30, 2013
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 13
B. Deviations from this City of Fort Worth Standard Specification 14
1. None. 15
C. Related Specification Sections include, but are not necessarily limited to: 16
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 17
2. Division 1 – General Requirements 18
1.2 PRICE AND PAYMENT PROCEDURES 19
A. Measurement and Payment 20
1. Work associated with this Item is considered subsidiary to the various items bid. No 21
separate payment will be allowed for this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or catalog 30
numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
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Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, if a reduction in cost or time results, it will 45
be documented by Change Order. 46
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Revised August 30, 2013
4. Substitution will be rejected if: 1
a. Submittal is not through the Contractor with his stamp of approval 2
b. Request is not made in accordance with this Specification Section 3
c. In the Developer’s opinion, acceptance will require substantial revision of the 4
original design 5
d. In the City’s or Developer’s opinion, substitution will not perform adequately 6
the function consistent with the design intent 7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8
1.7 CLOSEOUT SUBMITTALS [NOT USED] 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. In making request for substitution or in using an approved product, the Contractor 12
represents that the Contractor: 13
1. Has investigated proposed product, and has determined that it is adequate or 14
superior in all respects to that specified, and that it will perform function for which it 15
is intended 16
2. Will provide same guarantee for substitute item as for product specified 17
3. Will coordinate installation of accepted substitution into Work, to include building 18
modifications if necessary, making such changes as may be required for Work to be 19
complete in all respects 20
4. Waives all claims for additional costs related to substitution which subsequently 21
arise 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
29
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DATE NAME SUMMARY OF CHANGE
30
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August 30, 2013
EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
10
Proposed Substitution: 11
Reason for Substitution: 12
Include complete information on changes to Drawings and/or Specifications which proposed 13
substitution will require for its proper installation. 14
15
Fill in Blanks Below: 16 A. Will the undersigned contractor pay for changes to the building design, including engineering 17 and detailing costs caused by the requested substitution? 18 19 20 B. What effect does substitution have on other trades? 21 22 23 C. Differences between proposed substitution and specified item? 24 25 26 D. Differences in product cost or product delivery time? 27 28 29 E. Manufacturer's guarantees of the proposed and specified items are: 30
31
Equal Better (explain on attachment) 32
The undersigned states that the function, appearance and quality are equivalent or superior to the 33
specified item. 34
Submitted By: For Use by City 35
36
Signature Recommended Recommended 37
as noted 38
39
Firm Not recommended Received late 40
Address By 41
Date 42
Date Remarks 43
Telephone 44
45
For Use by City: 46
47
Approved Rejected 48
City Date 49
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August 30, 2013
SECTION 01 31 19 1
PRECONSTRUCTION MEETING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6
clarify construction contract administration procedures 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. No construction schedule required unless requested by the City. 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. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Coordination 19
1. Attend preconstruction meeting. 20
2. Representatives of Contractor, subcontractors and suppliers attending meetings 21
shall be qualified and authorized to act on behalf of the entity each represents. 22
3. Meeting administered by City may be tape recorded. 23
a. If recorded, tapes will be used to prepare minutes and retained by City for 24
future reference. 25
B. Preconstruction Meeting 26
1. A preconstruction meeting will be held within 14 days after the delivery of the 27
distribution package to the City. 28
a. The meeting will be scheduled and administered by the City. 29
2. The Project Representative will preside at the meeting, prepare the notes of the 30
meeting and distribute copies of same to all participants who so request by fully 31
completing the attendance form to be circulated at the beginning of the meeting. 32
3. Attendance shall include: 33
a. Developer and Consultant 34
b. Contractor's project manager 35
c. Contractor's superintendent 36
d. Any subcontractor or supplier representatives whom the Contractor may desire 37
to invite or the City may request 38
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Revised August 30, 2013
e. Other City representatives 1
f. Others as appropriate 2
4. Preliminary Agenda may include: 3
a. Introduction of Project Personnel 4
b. General Description of Project 5
c. Status of right-of-way, utility clearances, easements or other pertinent permits 6
d. Contractor’s work plan and schedule 7
e. Contract Time 8
f. Notice to Proceed 9
g. Construction Staking 10
h. Progress Payments 11
i. Extra Work and Change Order Procedures 12
j. Field Orders 13
k. Disposal Site Letter for Waste Material 14
l. Insurance Renewals 15
m. Payroll Certification 16
n. Material Certifications and Quality Control Testing 17
o. Public Safety and Convenience 18
p. Documentation of Pre-Construction Conditions 19
q. Weekend Work Notification 20
r. Legal Holidays 21
s. Trench Safety Plans 22
t. Confined Space Entry Standards 23
u. Coordination with the City’s representative for operations of existing water 24
systems 25
v. Storm Water Pollution Prevention Plan 26
w. Coordination with other Contractors 27
x. Early Warning System 28
y. Contractor Evaluation 29
z. Special Conditions applicable to the project 30
aa. Damages Claims 31
bb. Submittal Procedures 32
cc. Substitution Procedures 33
dd. Correspondence Routing 34
ee. Record Drawings 35
ff. Temporary construction facilities 36
gg. MBE/SBE procedures 37
hh. Final Acceptance 38
ii. Final Payment 39
jj. Questions or Comments 40
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Revised August 30, 2013
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
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DATE NAME SUMMARY OF CHANGE
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
SECTION 01 31 20 1
PROJECT MEETINGS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provisions for project meetings throughout the construction period to enable orderly 6
review of the progress of the Work and to provide for systematic discussion of 7
potential problems 8
B. Deviations this City of Fort Worth Standard Specification 9
1. None. 10
C. Related Specification Sections include, but are not necessarily limited to: 11
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 12
2. Division 1 – General Requirements 13
1.2 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 19
A. Coordination 20
1. Schedule, attend and administer as specified, periodic progress meetings, and 21
specially called meetings throughout progress of the Work. 22
2. Representatives of Contractor, subcontractors and suppliers attending meetings 23
shall be qualified and authorized to act on behalf of the entity each represents. 24
3. Meetings administered by City may be tape recorded. 25
a. If recorded, tapes will be used to prepare minutes and retained by City for 26
future reference. 27
4. Meetings, in addition to those specified in this Section, may be held when requested 28
by the City, Engineer or Contractor. 29
B. Pre-Construction Neighborhood Meeting 30
1. After the execution of the Agreement, but before construction is allowed to begin, 31
attend 1 Public Meeting with affected residents to: 32
a. Present projected schedule, including construction start date 33
b. Answer any construction related questions 34
2. Meeting Location 35
a. Location of meeting to be determined by the City. 36
3. Attendees 37
a. Contractor 38
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b. Project Representative 1
c. Other City representatives 2
4. Meeting Schedule 3
a. In general, the neighborhood meeting will occur within the 2 weeks following 4
the pre-construction conference. 5
b. In no case will construction be allowed to begin until this meeting is held. 6
C. Progress Meetings 7
1. Formal project coordination meetings will be held periodically. Meetings will be 8
scheduled and administered by Project Representative. 9
2. Additional progress meetings to discuss specific topics will be conducted on an as-10
needed basis. Such additional meetings shall include, but not be limited to: 11
a. Coordinating shutdowns 12
b. Installation of piping and equipment 13
c. Coordination between other construction projects 14
d. Resolution of construction issues 15
e. Equipment approval 16
3. The Project Representative will preside at progress meetings, prepare the notes of 17
the meeting and distribute copies of the same to all participants who so request by 18
fully completing the attendance form to be circulated at the beginning of each 19
meeting. 20
4. Attendance shall include: 21
a. Contractor's project manager 22
b. Contractor's superintendent 23
c. Any subcontractor or supplier representatives whom the Contractor may desire 24
to invite or the City may request 25
d. Engineer's representatives 26
e. City’s representatives 27
f. Others, as requested by the Project Representative 28
5. Preliminary Agenda may include: 29
a. Review of Work progress since previous meeting 30
b. Field observations, problems, conflicts 31
c. Items which impede construction schedule 32
d. Review of off-site fabrication, delivery schedules 33
e. Review of construction interfacing and sequencing requirements with other 34
construction contracts 35
f. Corrective measures and procedures to regain projected schedule 36
g. Revisions to construction schedule 37
h. Progress, schedule, during succeeding Work period 38
i. Coordination of schedules 39
j. Review submittal schedules 40
k. Maintenance of quality standards 41
l. Pending changes and substitutions 42
m. Review proposed changes for: 43
1) Effect on construction schedule and on completion date 44
2) Effect on other contracts of the Project 45
n. Review Record Documents 46
o. Review monthly pay request 47
p. Review status of Requests for Information 48
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Revised July 1, 2011
6. Meeting Schedule 1
a. Progress meetings will be held periodically as determined by the Project 2
Representative. 3
1) Additional meetings may be held at the request of the: 4
a) City 5
b) Engineer 6
c) Contractor 7
7. Meeting Location 8
a. The City will establish a meeting location. 9
1) To the extent practicable, meetings will be held at the Site. 10
1.5 SUBMITTALS [NOT USED] 11
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12
1.7 CLOSEOUT SUBMITTALS [NOT USED] 13
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14
1.9 QUALITY ASSURANCE [NOT USED] 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY [NOT USED] 18
PART 2 - PRODUCTS [NOT USED] 19
PART 3 - EXECUTION [NOT USED] 20
END OF SECTION 21
22
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
SECTION 01 32 16 1
CONSTRUCTION PROGRESS SCHEDULE 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General requirements for the preparation, submittal, updating, status reporting and 6
management of the Construction Progress Schedule 7
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 8
Document 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
1.2 PRICE AND PAYMENT PROCEDURES 15
A. Measurement and Payment 16
1. Work associated with this Item is considered subsidiary to the various items bid. 17
No separate payment will be allowed for this Item. 18
1.3 REFERENCES 19
A. Definitions 20
1. Schedule Tiers 21
a. Tier 1 - No schedule submittal required by contract. Small, brief duration 22
projects 23
b. Tier 2 - No schedule submittal required by contract, but will require some 24
milestone dates. Small, brief duration projects 25
c. Tier 3 - Schedule submittal required by contract as described in the 26
Specification and herein. Majority of City projects, including all bond program 27
projects 28
d. Tier 4 - Schedule submittal required by contract as described in the 29
Specification and herein. Large and/or complex projects with long durations 30
1) Examples: large water pump station project and associated pipeline with 31
interconnection to another governmental entity 32
e. Tier 5 - Schedule submittal required by contract as described in the 33
Specification and herein. Large and/or very complex projects with long 34
durations, high public visibility 35
1) Examples might include a water or wastewater treatment plant 36
2. Baseline Schedule - Initial schedule submitted before work begins that will serve 37
as the baseline for measuring progress and departures from the schedule. 38
3. Progress Schedule - Monthly submittal of a progress schedule documenting 39
progress on the project and any changes anticipated. 40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
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4. Schedule Narrative - Concise narrative of the schedule including schedule 1
changes, expected delays, key schedule issues, critical path items, etc 2
B. Reference Standards 3
1. City of Fort Worth Schedule Guidance Document 4
1.4 ADMINISTRATIVE REQUIREMENTS 5
A. Baseline Schedule 6
1. General 7
a. Prepare a cost-loaded baseline Schedule using approved software and the 8
Critical Path Method (CPM) as required in the City of Fort Worth Schedule 9
Guidance Document. 10
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 11
understanding of the work to be performed and known issues and constraints 12
related to the schedule. 13
c. Designate an authorized representative (Project Scheduler) responsible for 14
developing and updating the schedule and preparing reports. 15
B. Progress Schedule 16
1. Update the progress Schedule monthly as required in the City of Fort Worth 17
Schedule Guidance Document. 18
2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 19
3. Change Orders 20
a. Incorporate approved change orders, resulting in a change of contract time, in 21
the baseline Schedule in accordance with City of Fort Worth Schedule 22
Guidance Document. 23
C. Responsibility for Schedule Compliance 24
1. Whenever it becomes apparent from the current progress Schedule and CPM Status 25
Report that delays to the critical path have resulted and the Contract completion 26
date will not be met, or when so directed by the City, make some or all of the 27
following actions at no additional cost to the City 28
a. Submit a Recovery Plan to the City for approval revised baseline Schedule 29
outlining: 30
1) A written statement of the steps intended to take to remove or arrest the 31
delay to the critical path in the approved schedule 32
2) Increase construction manpower in such quantities and crafts as will 33
substantially eliminate the backlog of work and return current Schedule to 34
meet projected baseline completion dates 35
3) Increase the number of working hours per shift, shifts per day, working 36
days per week, the amount of construction equipment, or any combination 37
of the foregoing, sufficiently to substantially eliminate the backlog of work 38
4) Reschedule activities to achieve maximum practical concurrency of 39
accomplishment of activities, and comply with the revised schedule 40
2. If no written statement of the steps intended to take is submitted when so requested 41
by the City, the City may direct the Contractor to increase the level of effort in 42
manpower (trades), equipment and work schedule (overtime, weekend and holiday 43
work, etc.) to be employed by the Contractor in order to remove or arrest the delay 44
to the critical path in the approved schedule. 45
a. No additional cost for such work will be considered. 46
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
D. The Contract completion time will be adjusted only for causes specified in this 1
Contract. 2
a. Requests for an extension of any Contract completion date must be 3
supplemented with the following: 4
1) Furnish justification and supporting evidence as the City may deem 5
necessary to determine whether the requested extension of time is entitled 6
under the provisions of this Contract. 7
a) The City will, after receipt of such justification and supporting 8
evidence, make findings of fact and will advise the Contractor, in 9
writing thereof. 10
2) If the City finds that the requested extension of time is entitled, the City's 11
determination as to the total number of days allowed for the extensions 12
shall be based upon the approved total baseline schedule and on all data 13
relevant to the extension. 14
a) Such data shall be included in the next updating of the Progress 15
schedule. 16
b) Actual delays in activities which, according to the Baseline schedule, 17
do not affect any Contract completion date shown by the critical path in 18
the network will not be the basis for a change therein. 19
2. Submit each request for change in Contract completion date to the City within 30 20
days after the beginning of the delay for which a time extension is requested but 21
before the date of final payment under this Contract. 22
a. No time extension will be granted for requests which are not submitted within 23
the foregoing time limit. 24
b. From time to time, it may be necessary for the Contract schedule or completion 25
time to be adjusted by the City to reflect the effects of job conditions, weather, 26
technical difficulties, strikes, unavoidable delays on the part of the City or its 27
representatives, and other unforeseeable conditions which may indicate 28
schedule adjustments or completion time extensions. 29
1) Under such conditions, the City will direct the Contractor to reschedule the 30
work or Contract completion time to reflect the changed conditions and the 31
Contractor shall revise his schedule accordingly. 32
a) No additional compensation will be made to the Contractor for such 33
schedule changes except for unavoidable overall contract time 34
extensions beyond the actual completion of unaffected work, in which 35
case the Contractor shall take all possible action to minimize any time 36
extension and any additional cost to the City. 37
b) Available float time in the Baseline schedule may be used by the City 38
as well as by the Contractor. 39
3. Float or slack time is defined as the amount of time between the earliest start date 40
and the latest start date or between the earliest finish date and the latest finish date 41
of a chain of activities on the Baseline Schedule. 42
a. Float or slack time is not for the exclusive use or benefit of either the 43
Contractor or the City. 44
b. Proceed with work according to early start dates, and the City shall have the 45
right to reserve and apportion float time according to the needs of the project. 46
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c. Acknowledge and agree that actual delays, affecting paths of activities 1
containing float time, will not have any effect upon contract completion times, 2
providing that the actual delay does not exceed the float time associated with 3
those activities. 4
E. Coordinating Schedule with Other Contract Schedules 5
1. Where work is to be performed under this Contract concurrently with or contingent 6
upon work performed on the same facilities or area under other contracts, the 7
Baseline Schedule shall be coordinated with the schedules of the other contracts. 8
a. Obtain the schedules of the other appropriate contracts from the City for the 9
preparation and updating of Baseline schedule and make the required changes 10
in his schedule when indicated by changes in corresponding schedules. 11
2. In case of interference between the operations of different contractors, the City will 12
determine the work priority of each contractor and the sequence of work necessary 13
to expedite the completion of the entire Project. 14
a. In such cases, the decision of the City shall be accepted as final. 15
b. The temporary delay of any work due to such circumstances shall not be 16
considered as justification for claims for additional compensation. 17
1.5 SUBMITTALS 18
A. Baseline Schedule 19
1. Submit Schedule in native file format and pdf format as required in the City of Fort 20
Worth Schedule Guidance Document. 21
a. Native file format includes: 22
1) Primavera (P6 or Primavera Contractor) 23
2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 24
bring in hard copy to the meeting for review and discussion. 25
B. Progress Schedule 26
1. Submit progress Schedule in native file format and pdf format as required in the 27
City of Fort Worth Schedule Guidance Document. 28
2. Submit progress Schedule monthly no later than the last day of the month. 29
C. Schedule Narrative 30
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 31
Schedule Guidance Document. 32
2. Submit schedule narrative monthly no later than the last day of the month. 33
D. Submittal Process 34
1. The City administers and manages schedules through Buzzsaw. 35
2. Contractor shall submit documents as required in the City of Fort Worth Schedule 36
Guidance Document. 37
3. Once the project has been completed and Final Acceptance has been issued by the 38
City, no further progress schedules are required. 39
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3
1.9 QUALITY ASSURANCE 4
A. The person preparing and revising the construction Progress Schedule shall be 5
experienced in the preparation of schedules of similar complexity. 6
B. Schedule and supporting documents addressed in this Specification shall be prepared, 7
updated and revised to accurately reflect the performance of the construction. 8
C. Contractor is responsible for the quality of all submittals in this section meeting the 9
standard of care for the construction industry for similar projects. 10
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11
1.11 FIELD [SITE] CONDITIONS [NOT USED] 12
1.12 WARRANTY [NOT USED] 13
PART 2 - PRODUCTS [NOT USED] 14
PART 3 - EXECUTION [NOT USED] 15
END OF SECTION 16
17
Revision Log
DATE NAME SUMMARY OF CHANGE
18
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DAP PRECONSTRUCTION VIDEO
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Revised August 30, 2013
SECTION 01 32 33 1
PRECONSTRUCTION VIDEO 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative and procedural requirements for: 6
a. Preconstruction Videos 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. Though not mandatory, it is highly recommended on infill developer projects. 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. Work associated with this Item is considered subsidiary to the various items bid. 15
No separate payment will be allowed for this Item. 16
1.3 REFERENCES [NOT USED] 17
1.4 ADMINISTRATIVE REQUIREMENTS 18
A. Preconstruction Video 19
1. Produce a preconstruction video of the site/alignment, including all areas in the 20
vicinity of and to be affected by construction. 21
a. Provide digital copy of video upon request by the City. 22
2. Retain a copy of the preconstruction video until the end of the maintenance surety 23
period. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30
1.11 FIELD [SITE] CONDITIONS [NOT USED] 31
1.12 WARRANTY [NOT USED] 32
PART 2 - PRODUCTS [NOT USED] 33
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Revised August 30, 2013
PART 3 - EXECUTION [NOT USED] 1
END OF SECTION 2
3
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4
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DAP SUBMITTALS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August 30, 2013
SECTION 01 33 00 1
DAP SUBMITTALS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. General methods and requirements of submissions applicable to the following 6
Work-related submittals: 7
a. Shop Drawings 8
b. Product Data (including Standard Product List submittals) 9
c. Samples 10
d. Mock Ups 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Coordination 23
1. Notify the City in writing, at the time of submittal, of any deviations in the 24
submittals from the requirements of the Contract Documents. 25
2. Coordination of Submittal Times 26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of 27
performing the related Work or other applicable activities, or within the time 28
specified in the individual Work Sections, of the Specifications. 29
b. Contractor is responsible such that the installation will not be delayed by 30
processing times including, but not limited to: 31
a) Disapproval and resubmittal (if required) 32
b) Coordination with other submittals 33
c) Testing 34
d) Purchasing 35
e) Fabrication 36
f) Delivery 37
g) Similar sequenced activities 38
c. No extension of time will be authorized because of the Contractor's failure to 39
transmit submittals sufficiently in advance of the Work. 40
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Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such 1
sequence as to cause no delay in the Work or in the work of any other 2
contractor. 3
B. Submittal Numbering 4
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-5
reference identification numbering system in the following manner: 6
a. Use the first 6 digits of the applicable Specification Section Number. 7
b. For the next 2 digits number use numbers 01-99 to sequentially number each 8
initial separate item or drawing submitted under each specific Section number. 9
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 10
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 11
submittal number would be as follows: 12 13 03 30 00-08-B 14 15
1) 03 30 00 is the Specification Section for Concrete 16
2) 08 is the eighth initial submittal under this Specification Section 17
3) B is the third submission (second resubmission) of that particular shop 18
drawing 19
C. Contractor Certification 20
1. Review shop drawings, product data and samples, including those by 21
subcontractors, prior to submission to determine and verify the following: 22
a. Field measurements 23
b. Field construction criteria 24
c. Catalog numbers and similar data 25
d. Conformance with the Contract Documents 26
2. Provide each shop drawing, sample and product data submitted by the Contractor 27
with a Certification Statement affixed including: 28
a. The Contractor's Company name 29
b. Signature of submittal reviewer 30
c. Certification Statement 31
1) “By this submittal, I hereby represent that I have determined and verified 32
field measurements, field construction criteria, materials, dimensions, 33
catalog numbers and similar data and I have checked and coordinated each 34
item with other applicable approved shop drawings." 35
D. Submittal Format 36
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 37
2. Bind shop drawings and product data sheets together. 38
3. Order 39
a. Cover Sheet 40
1) Description of Packet 41
2) Contractor Certification 42
b. List of items / Table of Contents 43
c. Product Data /Shop Drawings/Samples /Calculations 44
E. Submittal Content 45
1. The date of submission and the dates of any previous submissions 46
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2. The Project title and number 1
3. Contractor identification 2
4. The names of: 3
a. Contractor 4
b. Supplier 5
c. Manufacturer 6
5. Identification of the product, with the Specification Section number, page and 7
paragraph(s) 8
6. Field dimensions, clearly identified as such 9
7. Relation to adjacent or critical features of the Work or materials 10
8. Applicable standards, such as ASTM or Federal Specification numbers 11
9. Identification by highlighting of deviations from Contract Documents 12
10. Identification by highlighting of revisions on resubmittals 13
11. An 8-inch x 3-inch blank space for Contractor and City stamps 14
F. Shop Drawings 15
1. As specified in individual Work Sections includes, but is not necessarily limited to: 16
a. Custom-prepared data such as fabrication and erection/installation (working) 17
drawings 18
b. Scheduled information 19
c. Setting diagrams 20
d. Actual shopwork manufacturing instructions 21
e. Custom templates 22
f. Special wiring diagrams 23
g. Coordination drawings 24
h. Individual system or equipment inspection and test reports including: 25
1) Performance curves and certifications 26
i. As applicable to the Work 27
2. Details 28
a. Relation of the various parts to the main members and lines of the structure 29
b. Where correct fabrication of the Work depends upon field measurements 30
1) Provide such measurements and note on the drawings prior to submitting 31
for approval. 32
G. Product Data 33
1. For submittals of product data for products included on the City’s Standard Product 34
List, clearly identify each item selected for use on the Project. 35
2. For submittals of product data for products not included on the City’s Standard 36
Product List, submittal data may include, but is not necessarily limited to: 37
a. Standard prepared data for manufactured products (sometimes referred to as 38
catalog data) 39
1) Such as the manufacturer's product specification and installation 40
instructions 41
2) Availability of colors and patterns 42
3) Manufacturer's printed statements of compliances and applicability 43
4) Roughing-in diagrams and templates 44
5) Catalog cuts 45
6) Product photographs 46
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7) Standard wiring diagrams 1
8) Printed performance curves and operational-range diagrams 2
9) Production or quality control inspection and test reports and certifications 3
10) Mill reports 4
11) Product operating and maintenance instructions and recommended 5
spare-parts listing and printed product warranties 6
12) As applicable to the Work 7
H. Samples 8
1. As specified in individual Sections, include, but are not necessarily limited to: 9
a. Physical examples of the Work such as: 10
1) Sections of manufactured or fabricated Work 11
2) Small cuts or containers of materials 12
3) Complete units of repetitively used products color/texture/pattern swatches 13
and range sets 14
4) Specimens for coordination of visual effect 15
5) Graphic symbols and units of Work to be used by the City for independent 16
inspection and testing, as applicable to the Work 17
I. Do not start Work requiring a shop drawing, sample or product data nor any material to 18
be fabricated or installed prior to the approval or qualified approval of such item. 19
1. Fabrication performed, materials purchased or on-site construction accomplished 20
which does not conform to approved shop drawings and data is at the Contractor's 21
risk. 22
2. The City will not be liable for any expense or delay due to corrections or remedies 23
required to accomplish conformity. 24
3. Complete project Work, materials, fabrication, and installations in conformance 25
with approved shop drawings, applicable samples, and product data. 26
J. Submittal Distribution 27
1. Electronic Distribution 28
a. Confirm development of Project directory for electronic submittals to be 29
uploaded to City’s Buzzsaw site, or another external FTP site approved by the 30
City. 31
b. Shop Drawings 32
1) Upload submittal to designated project directory and notify appropriate 33
City representatives via email of submittal posting. 34
2) Hard Copies 35
a) 3 copies for all submittals 36
b) If Contractor requires more than 1 hard copy of Shop Drawings 37
returned, Contractor shall submit more than the number of copies listed 38
above. 39
c. Product Data 40
1) Upload submittal to designated project directory and notify appropriate 41
City representatives via email of submittal posting. 42
2) Hard Copies 43
a) 3 copies for all submittals 44
d. Samples 45
1) Distributed to the Project Representative 46
2. Hard Copy Distribution (if required in lieu of electronic distribution) 47
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a. Shop Drawings 1
1) Distributed to the City 2
2) Copies 3
a) 8 copies for mechanical submittals 4
b) 7 copies for all other submittals 5
c) If Contractor requires more than 3 copies of Shop Drawings returned, 6
Contractor shall submit more than the number of copies listed above. 7
b. Product Data 8
1) Distributed to the City 9
2) Copies 10
a) 4 copies 11
c. Samples 12
1) Distributed to the Project Representative 13
2) Copies 14
a) Submit the number stated in the respective Specification Sections. 15
3. Distribute reproductions of approved shop drawings and copies of approved 16
product data and samples, where required, to the job site file and elsewhere as 17
directed by the City. 18
a. Provide number of copies as directed by the City but not exceeding the number 19
previously specified. 20
K. Submittal Review 21
1. The review of shop drawings, data and samples will be for general conformance 22
with the design concept and Contract Documents. This is not to be construed as: 23
a. Permitting any departure from the Contract requirements 24
b. Relieving the Contractor of responsibility for any errors, including details, 25
dimensions, and materials 26
c. Approving departures from details furnished by the City, except as otherwise 27
provided herein 28
2. The review and approval of shop drawings, samples or product data by the City 29
does not relieve the Contractor from his/her responsibility with regard to the 30
fulfillment of the terms of the Contract. 31
a. All risks of error and omission are assumed by the Contractor, and the City will 32
have no responsibility therefore. 33
3. The Contractor remains responsible for details and accuracy, for coordinating the 34
Work with all other associated work and trades, for selecting fabrication processes, 35
for techniques of assembly and for performing Work in a safe manner. 36
4. If the shop drawings, data or samples as submitted describe variations and show a 37
departure from the Contract requirements which City finds to be in the interest of 38
the City and to be so minor as not to involve a change in Contract Price or time for 39
performance, the City may return the reviewed drawings without noting an 40
exception. 41
5. Submittals will be returned to the Contractor under 1 of the following codes: 42
a. Code 1 43
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44
comments on the submittal. 45
a) When returned under this code the Contractor may release the 46
equipment and/or material for manufacture. 47
b. Code 2 48
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 1
the notations and comments IS NOT required by the Contractor. 2
a) The Contractor may release the equipment or material for manufacture; 3
however, all notations and comments must be incorporated into the 4
final product. 5
c. Code 3 6
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 7
assigned when notations and comments are extensive enough to require a 8
resubmittal of the package. 9
a) The Contractor may release the equipment or material for manufacture; 10
however, all notations and comments must be incorporated into the 11
final product. 12
b) This resubmittal is to address all comments, omissions and 13
non-conforming items that were noted. 14
c) Resubmittal is to be received by the City within 15 Calendar Days of 15
the date of the City's transmittal requiring the resubmittal. 16
d. Code 4 17
1) "NOT APPROVED" is assigned when the submittal does not meet the 18
intent of the Contract Documents. 19
a) The Contractor must resubmit the entire package revised to bring the 20
submittal into conformance. 21
b) It may be necessary to resubmit using a different manufacturer/vendor 22
to meet the Contract Documents. 23
6. Resubmittals 24
a. Handled in the same manner as first submittals 25
1) Corrections other than requested by the City 26
2) Marked with revision triangle or other similar method 27
a) At Contractor’s risk if not marked 28
b. Submittals for each item will be reviewed no more than twice at the City’s 29
expense. 30
1) All subsequent reviews will be performed at times convenient to the City 31
and at the Contractor's expense, based on the City's or City 32
Representative’s then prevailing rates. 33
2) Provide Contractor reimbursement to the City within 30 Calendar Days for 34
all such fees invoiced by the City. 35
c. The need for more than 1 resubmission or any other delay in obtaining City's 36
review of submittals, will not entitle the Contractor to an extension of Contract 37
Time. 38
7. Partial Submittals 39
a. City reserves the right to not review submittals deemed partial, at the City’s 40
discretion. 41
b. Submittals deemed by the City to be not complete will be returned to the 42
Contractor, and will be considered "Not Approved" until resubmitted. 43
c. The City may at its option provide a list or mark the submittal directing the 44
Contractor to the areas that are incomplete. 45
8. If the Contractor considers any correction indicated on the shop drawings to 46
constitute a change to the Contract Documents, then written notice must be 47
provided thereof to the Developer at least 7 Calendar Days prior to release for 48
manufacture. 49
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9. When the shop drawings have been completed to the satisfaction of the City, the 1
Contractor may carry out the construction in accordance therewith and no further 2
changes therein except upon written instructions from the City. 3
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4
following receipt of submittal by the City. 5
L. Mock ups 6
1. Mock Up units as specified in individual Sections, include, but are not necessarily 7
limited to, complete units of the standard of acceptance for that type of Work to be 8
used on the Project. Remove at the completion of the Work or when directed. 9
M. Qualifications 10
1. If specifically required in other Sections of these Specifications, submit a P.E. 11
Certification for each item required. 12
N. Request for Information (RFI) 13
1. Contractor Request for additional information 14
a. Clarification or interpretation of the contract documents 15
b. When the Contractor believes there is a conflict between Contract Documents 16
c. When the Contractor believes there is a conflict between the Drawings and 17
Specifications 18
1) Identify the conflict and request clarification 19
2. Sufficient information shall be attached to permit a written response without further 20
information. 21
22
23
24
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
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED] 1
PART 3 - EXECUTION [NOT USED] 2
END OF SECTION 3
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
5
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
l. {Coordination with North Central Texas Council of Governments Clean 18
Construction Specification [remove if not required]} 19
B. Deviations from this City of Fort Worth Standard Specification 20
1. None. 21
C. Related Specification Sections include, but are not necessarily limited to: 22
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 23
2. Division 1 – General Requirements 24
3. Section 33 12 25 – Connection to Existing Water Mains 25
26
1.2 REFERENCES 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32
High Voltage Overhead Lines. 33
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 34
Specification 35
1.3 ADMINISTRATIVE REQUIREMENTS 36
A. Coordination with the Texas Department of Transportation 37
1. When work in the right-of-way which is under the jurisdiction of the Texas 38
Department of Transportation (TxDOT): 39
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
a. Notify the Texas Department of Transportation prior to commencing any work 1
therein in accordance with the provisions of the permit 2
b. All work performed in the TxDOT right-of-way shall be performed in 3
compliance with and subject to approval from the Texas Department of 4
Transportation 5
B. Work near High Voltage Lines 6
1. Regulatory Requirements 7
a. All Work near High Voltage Lines (more than 600 volts measured between 8
conductors or between a conductor and the ground) shall be in accordance with 9
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 10
2. Warning sign 11
a. Provide sign of sufficient size meeting all OSHA requirements. 12
3. Equipment operating within 10 feet of high voltage lines will require the following 13
safety features 14
a. Insulating cage-type of guard about the boom or arm 15
b. Insulator links on the lift hook connections for back hoes or dippers 16
c. Equipment must meet the safety requirements as set forth by OSHA and the 17
safety requirements of the owner of the high voltage lines 18
4. Work within 6 feet of high voltage electric lines 19
a. Notification shall be given to: 20
1) The power company (example: ONCOR) 21
a) Maintain an accurate log of all such calls to power company and record 22
action taken in each case. 23
b. Coordination with power company 24
1) After notification coordinate with the power company to: 25
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 26
lower the lines 27
c. No personnel may work within 6 feet of a high voltage line before the above 28
requirements have been met. 29
C. Confined Space Entry Program 30
1. Provide and follow approved Confined Space Entry Program in accordance with 31
OSHA requirements. 32
2. Confined Spaces include: 33
a. Manholes 34
b. All other confined spaces in accordance with OSHA’s Permit Required for 35
Confined Spaces 36
D. Use of Explosives, Drop Weight, Etc. 37
1. When Contract Documents permit on the project the following will apply: 38
a. Public Notification 39
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 40
prior to commencing. 41
2) Minimum 24 hour public notification in accordance with Section 01 31 13 42
E. Water Department Coordination 43
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
1. During the construction of this project, it will be necessary to deactivate, for a 1
period of time, existing lines. The Contractor shall be required to coordinate with 2
the Water Department to determine the best times for deactivating and activating 3
those lines. 4
2. Coordinate any event that will require connecting to or the operation of an existing 5
City water line system with the City’s representative. 6
a. Coordination shall be in accordance with Section 33 12 25. 7
b. If needed, obtain a hydrant water meter from the Water Department for use 8
during the life of named project. 9
c. In the event that a water valve on an existing live system be turned off and on 10
to accommodate the construction of the project is required, coordinate this 11
activity through the appropriate City representative. 12
1) Do not operate water line valves of existing water system. 13
a) Failure to comply will render the Contractor in violation of Texas Penal 14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 15
will be prosecuted to the full extent of the law. 16
b) In addition, the Contractor will assume all liabilities and 17
responsibilities as a result of these actions. 18
F. Public Notification Prior to Beginning Construction 19
1. Prior to beginning construction on any block in the project, on a block by block 20
basis, prepare and deliver a notice or flyer of the pending construction to the front 21
door of each residence or business that will be impacted by construction. The notice 22
shall be prepared as follows: 23
a. Post notice or flyer 7 days prior to beginning any construction activity on each 24
block in the project area. 25
1) Prepare flyer on the Contractor’s letterhead and include the following 26
information: 27
a) Name of Project 28
b) City Project No (CPN) 29
c) Scope of Project (i.e. type of construction activity) 30
d) Actual construction duration within the block 31
e) Name of the contractor’s foreman and phone number 32
f) Name of the City’s inspector and phone number 33
g) City’s after-hours phone number 34
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 35
A. 36
3) Submit schedule showing the construction start and finish time for each 37
block of the project to the inspector. 38
4) Deliver flyer to the City Inspector for review prior to distribution. 39
b. No construction will be allowed to begin on any block until the flyer is 40
delivered to all residents of the block. 41
G. Public Notification of Temporary Water Service Interruption during Construction 42
1. In the event it becomes necessary to temporarily shut down water service to 43
residents or businesses during construction, prepare and deliver a notice or flyer of 44
the pending interruption to the front door of each affected resident. 45
2. Prepared notice as follows: 46
a. The notification or flyer shall be posted 24 hours prior to the temporary 47
interruption. 48
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
b. Prepare flyer on the contractor’s letterhead and include the following 1
information: 2
1) Name of the project 3
2) City Project Number 4
3) Date of the interruption of service 5
4) Period the interruption will take place 6
5) Name of the contractor’s foreman and phone number 7
6) Name of the City’s inspector and phone number 8
c. A sample of the temporary water service interruption notification is attached as 9
Exhibit B. 10
d. Deliver a copy of the temporary interruption notification to the City inspector 11
for review prior to being distributed. 12
e. No interruption of water service can occur until the flyer has been delivered to 13
all affected residents and businesses. 14
f. Electronic versions of the sample flyers can be obtained from the Project 15
Construction Inspector. 16
H. Coordination with United States Army Corps of Engineers (USACE) 17
1. At locations in the Project where construction activities occur in areas where 18
USACE permits are required, meet all requirements set forth in each designated 19
permit. 20
I. Coordination within Railroad Permit Areas 21
1. At locations in the project where construction activities occur in areas where 22
railroad permits are required, meet all requirements set forth in each designated 23
railroad permit. This includes, but is not limited to, provisions for: 24
a. Flagmen 25
b. Inspectors 26
c. Safety training 27
d. Additional insurance 28
e. Insurance certificates 29
f. Other employees required to protect the right-of-way and property of the 30
Railroad Company from damage arising out of and/or from the construction of 31
the project. Proper utility clearance procedures shall be used in accordance 32
with the permit guidelines. 33
2. Obtain any supplemental information needed to comply with the railroad’s 34
requirements. 35
J. Dust Control 36
1. Use acceptable measures to control dust at the Site. 37
a. If water is used to control dust, capture and properly dispose of waste water. 38
b. If wet saw cutting is performed, capture and properly dispose of slurry. 39
K. Employee Parking 40
1. Provide parking for employees at locations approved by the City. 41
L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 42
Construction Specification [if required for the project] 43
1. Comply with equipment, operational, reporting and enforcement requirements set 44
forth in NCTCOG’s Clean Construction Specification.} 45
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14 15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
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.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another external
FTP site approved by the City.
01 45 23
TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
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.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised JULY 1, 2011
SECTION 01 50 00 1
TEMPORARY FACILITIES AND CONTROLS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Provide temporary facilities and controls needed for the Work including, but not 6
necessarily limited to: 7
a. Temporary utilities 8
b. Sanitary facilities 9
c. Storage Sheds and Buildings 10
d. Dust control 11
e. Temporary fencing of the construction site 12
B. Deviations from this City of Fort Worth Standard Specification 13
1. None. 14
C. Related Specification Sections include, but are not necessarily limited to: 15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16
2. Division 1 – General Requirements 17
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. Temporary Utilities 24
1. Obtaining Temporary Service 25
a. Make arrangements with utility service companies for temporary services. 26
b. Abide by rules and regulations of utility service companies or authorities 27
having jurisdiction. 28
c. Be responsible for utility service costs until Work is approved for Final 29
Acceptance. 30
1) Included are fuel, power, light, heat and other utility services necessary for 31
execution, completion, testing and initial operation of Work. 32
2. Water 33
a. Contractor to provide water required for and in connection with Work to be 34
performed and for specified tests of piping, equipment, devices or other use as 35
required for the completion of the Work. 36
b. Provide and maintain adequate supply of potable water for domestic 37
consumption by Contractor personnel and City’s Project Representatives. 38
c. Coordination 39
1) Contact City 1 week before water for construction is desired 40
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised JULY 1, 2011
d. Contractor Payment for Construction Water 1
1) Obtain construction water meter from City for payment as billed by City’s 2
established rates. 3
3. Electricity and Lighting 4
a. Provide and pay for electric powered service as required for Work, including 5
testing of Work. 6
1) Provide power for lighting, operation of equipment, or other use. 7
b. Electric power service includes temporary power service or generator to 8
maintain operations during scheduled shutdown. 9
4. Telephone 10
a. Provide emergency telephone service at Site for use by Contractor personnel 11
and others performing work or furnishing services at Site. 12
5. Temporary Heat and Ventilation 13
a. Provide temporary heat as necessary for protection or completion of Work. 14
b. Provide temporary heat and ventilation to assure safe working conditions. 15
B. Sanitary Facilities 16
1. Provide and maintain sanitary facilities for persons on Site. 17
a. Comply with regulations of State and local departments of health. 18
2. Enforce use of sanitary facilities by construction personnel at job site. 19
a. Enclose and anchor sanitary facilities. 20
b. No discharge will be allowed from these facilities. 21
c. Collect and store sewage and waste so as not to cause nuisance or health 22
problem. 23
d. Haul sewage and waste off-site at no less than weekly intervals and properly 24
dispose in accordance with applicable regulation. 25
3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26
4. Remove facilities at completion of Project 27
C. Storage Sheds and Buildings 28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29
above ground level for materials and equipment susceptible to weather damage. 30
2. Storage of materials not susceptible to weather damage may be on blocks off 31
ground. 32
3. Store materials in a neat and orderly manner. 33
a. Place materials and equipment to permit easy access for identification, 34
inspection and inventory. 35
4. Equip building with lockable doors and lighting, and provide electrical service for 36
equipment space heaters and heating or ventilation as necessary to provide storage 37
environments acceptable to specified manufacturers. 38
5. Fill and grade site for temporary structures to provide drainage away from 39
temporary and existing buildings. 40
6. Remove building from site prior to Final Acceptance. 41
D. Temporary Fencing 42
1. Provide and maintain for the duration or construction when required in contract 43
documents 44
E. Dust Control 45
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the 1
project. 2
a. Contractor remains on-call at all times 3
b. Must respond in a timely manner 4
F. Temporary Protection of Construction 5
1. Contractor or subcontractors are responsible for protecting Work from damage due 6
to weather. 7
1.5 SUBMITTALS [NOT USED] 8
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9
1.7 CLOSEOUT SUBMITTALS [NOT USED] 10
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11
1.9 QUALITY ASSURANCE [NOT USED] 12
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13
1.11 FIELD [SITE] CONDITIONS [NOT USED] 14
1.12 WARRANTY [NOT USED] 15
PART 2 - PRODUCTS [NOT USED] 16
PART 3 - EXECUTION [NOT USED] 17
3.1 INSTALLERS [NOT USED] 18
3.2 EXAMINATION [NOT USED] 19
3.3 PREPARATION [NOT USED] 20
3.4 INSTALLATION 21
A. Temporary Facilities 22
1. Maintain all temporary facilities for duration of construction activities as needed. 23
3.5 [REPAIR] / [RESTORATION] 24
3.6 RE-INSTALLATION 25
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26
3.8 SYSTEM STARTUP [NOT USED] 27
3.9 ADJUSTING [NOT USED] 28
3.10 CLEANING [NOT USED] 29
3.11 CLOSEOUT ACTIVITIES 30
A. Temporary Facilities 31
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a 1
condition equal to or better than prior to start of Work. 2
3.12 PROTECTION [NOT USED] 3
3.13 MAINTENANCE [NOT USED] 4
3.14 ATTACHMENTS [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
SECTION 01 55 26 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Administrative procedures for: 6
a. Street Use Permit 7
b. Modification of approved traffic control 8
c. Removal of Street Signs 9
B. Deviations from this City of Fort Worth Standard Specification 10
1. None. 11
C. Related Specification Sections include, but are not necessarily limited to: 12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13
2. Division 1 – General Requirements 14
3. Section 34 71 13 – Traffic Control 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES 20
A. Reference Standards 21
1. Reference standards cited in this specification refer to the current reference standard 22
published at the time of the latest revision date logged at the end of this 23
specification, unless a date is specifically cited. 24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25
1.4 ADMINISTRATIVE REQUIREMENTS 26
A. Traffic Control 27
1. General 28
a. When traffic control plans are included in the Drawings, provide Traffic 29
Control in accordance with Drawings and Section 34 71 13. 30
b. When traffic control plans are not included in the Drawings, prepare traffic 31
control plans in accordance with Section 34 71 13 and submit to City for 32
review. 33
1) Allow minimum 10 working days for review of proposed Traffic Control. 34
B. Street Use Permit 35
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36
a. To obtain Street Use Permit, submit Traffic Control Plans to City 37
Transportation and Public Works Department. 38
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review. 1
2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2
Street Use Permit, such that construction is not delayed. 3
C. Modification to Approved Traffic Control 4
1. Prior to installation traffic control: 5
a. Submit revised traffic control plans to City Department Transportation and 6
Public Works Department. 7
1) Revise Traffic Control plans in accordance with Section 34 71 13. 8
2) Allow minimum 5 working days for review of revised Traffic Control. 9
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 10
plans for Street Use Permit, such that construction is not delayed. 11
D. Removal of Street Sign 12
1. If it is determined that a street sign must be removed for construction, then contact 13
City Transportation and Public Works Department, Signs and Markings Division to 14
remove the sign. 15
E. Temporary Signage 16
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18
Devices (MUTCD). 19
2. Install temporary sign before the removal of permanent sign. 20
3. When construction is complete, to the extent that the permanent sign can be 21
reinstalled, contact the City Transportation and Public Works Department, Signs 22
and Markings Division, to reinstall the permanent sign. 23
F. Traffic Control Standards 24
1. Traffic Control Standards can be found on the City’s Buzzsaw website. 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
1.9 QUALITY ASSURANCE [NOT USED] 30
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31
1.11 FIELD [SITE] CONDITIONS [NOT USED] 32
1.12 WARRANTY [NOT USED] 33
PART 2 - PRODUCTS [NOT USED] 34
PART 3 - EXECUTION [NOT USED] 35
END OF SECTION 36
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
SECTION 01 57 13 1
STORM WATER POLLUTION PREVENTION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Procedures for Storm Water Pollution Prevention Plans 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10
Contract 11
2. Division 1 – General Requirements 12
3. Section 31 25 00 – Erosion and Sediment Control 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Construction Activities resulting in less than 1 acre of disturbance 16
a. Work associated with this Item is considered subsidiary to the various Items 17
bid. No separate payment will be allowed for this Item. 18
2. Construction Activities resulting in greater than 1 acre of disturbance 19
a. Measurement and Payment shall be in accordance with Section 31 25 00. 20
1.3 REFERENCES 21
A. Abbreviations and Acronyms 22
1. Notice of Intent: NOI 23
2. Notice of Termination: NOT 24
3. Storm Water Pollution Prevention Plan: SWPPP 25
4. Texas Commission on Environmental Quality: TCEQ 26
5. Notice of Change: NOC 27
A. Reference Standards 28
1. Reference standards cited in this Specification refer to the current reference 29
standard published at the time of the latest revision date logged at the end of this 30
Specification, unless a date is specifically cited. 31
2. Integrated Storm Management (iSWM) Technical Manual for Construction 32
Controls 33
1.4 ADMINISTRATIVE REQUIREMENTS 34
A. General 35
1. Contractor is responsible for resolution and payment of any fines issued associated 36
with compliance to Stormwater Pollution Prevention Plan. 37
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
B. Construction Activities resulting in: 1
1. Less than 1 acre of disturbance 2
a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3
Drawings. 4
2. 1 to less than 5 acres of disturbance 5
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6
Permit is required 7
b. Complete SWPPP in accordance with TCEQ requirements 8
1) TCEQ Small Construction Site Notice Required under general permit 9
TXR150000 10
a) Sign and post at job site 11
b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12
Transportation and Public Works, Environmental Division, (817) 392-13
6088. 14
2) Provide erosion and sediment control in accordance with: 15
a) Section 31 25 00 16
b) The Drawings 17
c) TXR150000 General Permit 18
d) SWPPP 19
e) TCEQ requirements 20
3. 5 acres or more of Disturbance 21
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22
Permit is required 23
b. Complete SWPPP in accordance with TCEQ requirements 24
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25
a) Sign and post at job site 26
b) Send copy to City Department of Transportation and Public Works, 27
Environmental Division, (817) 392-6088. 28
2) TCEQ Notice of Change required if making changes or updates to NOI 29
3) Provide erosion and sediment control in accordance with: 30
a) Section 31 25 00 31
b) The Drawings 32
c) TXR150000 General Permit 33
d) SWPPP 34
e) TCEQ requirements 35
4) Once the project has been completed and all the closeout requirements of 36
TCEQ have been met a TCEQ Notice of Termination can be submitted. 37
a) Send copy to City Department of Transportation and Public Works, 38
Environmental Division, (817) 392-6088. 39
1.5 SUBMITTALS 40
A. SWPPP 41
1. Submit in accordance with Section 01 33 00, except as stated herein. 42
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43
as follows: 44
1) 1 copy to the City Project Manager 45
a) City Project Manager will forward to the City Department of 46
Transportation and Public Works, Environmental Division for review 47
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised July 1, 2011
B. Modified SWPPP 1
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2
in accordance with Section 01 33 00. 3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4
1.7 CLOSEOUT SUBMITTALS [NOT USED] 5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6
1.9 QUALITY ASSURANCE [NOT USED] 7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8
1.11 FIELD [SITE] CONDITIONS [NOT USED] 9
1.12 WARRANTY [NOT USED] 10
PART 2 - PRODUCTS [NOT USED] 11
PART 3 - EXECUTION [NOT USED] 12
END OF SECTION 13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 58 13 - 1
DAP TEMPORARY PROJECT SIGNAGE
Page 1 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 58 13 1
TEMPORARY PROJECT SIGNAGE 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Temporary Project Signage Requirements 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17
1.5 SUBMITTALS [NOT USED] 18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19
1.7 CLOSEOUT SUBMITTALS [NOT USED] 20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21
1.9 QUALITY ASSURANCE [NOT USED] 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS 26
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 27
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 28
A. Design Criteria 29
1. Provide free standing Project Designation Sign in accordance with City’s Standard 30
Details for project signs. 31
01 58 13 - 2
DAP TEMPORARY PROJECT SIGNAGE
Page 2 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
B. Materials 1
1. Sign 2
a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better 3
2.3 ACCESSORIES [NOT USED] 4
2.4 SOURCE QUALITY CONTROL [NOT USED] 5
PART 3 - EXECUTION 6
3.1 INSTALLERS [NOT USED] 7
3.2 EXAMINATION [NOT USED] 8
3.3 PREPARATION [NOT USED] 9
3.4 INSTALLATION 10
A. General 11
1. Provide vertical installation at extents of project. 12
2. Relocate sign as needed, upon request of the City. 13
B. Mounting options 14
a. Skids 15
b. Posts 16
c. Barricade 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING [NOT USED] 23
3.11 CLOSEOUT ACTIVITIES [NOT USED] 24
3.12 PROTECTION [NOT USED] 25
3.13 MAINTENANCE 26
A. General 27
1. Maintenance will include painting and repairs as needed or directed by the City. 28
3.14 ATTACHMENTS [NOT USED] 29
END OF SECTION 30
31
01 58 13 - 3
DAP TEMPORARY PROJECT SIGNAGE
Page 3 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
2
3
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. 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.
B. Any specific product requirements 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.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal 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 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 70 00 1
MOBILIZATION AND REMOBILIZATION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Mobilization and Demobilization 6
a. Mobilization 7
1) Transportation of Contractor’s personnel, equipment, and operating supplies 8
to the Site 9
2) Establishment of necessary general facilities for the Contractor’s operation 10
at the Site 11
3) Premiums paid for performance and payment bonds 12
4) Transportation of Contractor’s personnel, equipment, and operating supplies 13
to another location within the designated Site 14
5) Relocation of necessary general facilities for the Contractor’s operation 15
from 1 location to another location on the Site. 16
b. Demobilization 17
1) Transportation of Contractor’s personnel, equipment, and operating supplies 18
away from the Site including disassembly 19
2) Site Clean-up 20
3) Removal of all buildings and/or other facilities assembled at the Site for this 21
Contract 22
c. Mobilization and Demobilization do not include activities for specific items of 23
work that are for which payment is provided elsewhere in the contract. 24
2. Remobilization 25
a. Remobilization for Suspension of Work specifically required in the Contract 26
Documents or as required by City includes: 27
1) Demobilization 28
a) Transportation of Contractor’s personnel, equipment, and operating 29
supplies from the Site including disassembly or temporarily securing 30
equipment, supplies, and other facilities as designated by the Contract 31
Documents necessary to suspend the Work. 32
b) Site Clean-up as designated in the Contract Documents 33
2) Remobilization 34
a) Transportation of Contractor’s personnel, equipment, and operating 35
supplies to the Site necessary to resume the Work. 36
b) Establishment of necessary general facilities for the Contractor’s 37
operation at the Site necessary to resume the Work. 38
3) No Payments will be made for: 39
a) Mobilization and Demobilization from one location to another on the 40
Site in the normal progress of performing the Work. 41
b) Stand-by or idle time 42
c) Lost profits 43
3. Mobilizations and Demobilization for Miscellaneous Projects 44
a. Mobilization and Demobilization 45
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis 1
necessary for: 2
a) Transportation of Contractor’s personnel, equipment, and operating 3
supplies to the Site for the issued Work Order. 4
b) Establishment of necessary general facilities for the Contractor’s 5
operation at the Site for the issued Work Order 6
2) Demobilization shall consist of the activities and cost necessary for: 7
a) Transportation of Contractor’s personnel, equipment, and operating 8
supplies from the Site including disassembly for each issued Work 9
Order 10
b) Site Clean-up for each issued Work Order 11
c) Removal of all buildings or other facilities assembled at the Site for 12
each Work Oder 13
b. Mobilization and Demobilization do not include activities for specific items of 14
work for which payment is provided elsewhere in the contract. 15
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 16
a. A Mobilization for Miscellaneous Projects when directed by the City and the 17
mobilization occurs within 24 hours of the issuance of the Work Order. 18
B. Deviations from this City of Fort Worth Standard Specification 19
1. None. 20
C. Related Specification Sections include, but are not necessarily limited to: 21
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22
2. Division 1 – General Requirements 23
1.2 PRICE AND PAYMENT PROCEDURES 24
A. Measurement and Payment 25
1. Mobilization and Demobilization 26
a. Measure 27
1) This Item is considered subsidiary to the various Items bid. 28
b. Payment 29
1) The work performed and materials furnished in accordance with this Item 30
are subsidiary to the various Items bid and no other compensation will be 31
allowed. 32
2. Remobilization for suspension of Work as specifically required in the Contract 33
Documents 34
a. Measurement 35
1) Measurement for this Item shall be per each remobilization performed. 36
b. Payment 37
1) The work performed and materials furnished in accordance with this Item 38
and measured as provided under “Measurement” will be paid for at the unit 39
price per each “Specified Remobilization” in accordance with Contract 40
Documents. 41
c. The price shall include: 42
1) Demobilization as described in Section 1.1.A.2.a.1) 43
2) Remobilization as described in Section 1.1.A.2.a.2) 44
d. No payments will be made for standby, idle time, or lost profits associated this 45
Item. 46
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City 1
a. Measurement and Payment 2
1) This shall be submitted as a Contract Claim in accordance with Article 10 3
of Section 00 72 00. 4
2) No payments will be made for standby, idle time, or lost profits associated 5
with this Item. 6
4. Mobilizations and Demobilizations for Miscellaneous Projects 7
a. Measurement 8
1) Measurement for this Item shall be for each Mobilization and 9
Demobilization required by the Contract Documents 10
b. Payment 11
1) The Work performed and materials furnished in accordance with this Item 12
and measured as provided under “Measurement” will be paid for at the unit 13
price per each “Work Order Mobilization” in accordance with Contract 14
Documents. Demobilization shall be considered subsidiary to mobilization 15
and shall not be paid for separately. 16
c. The price shall include: 17
1) Mobilization as described in Section 1.1.A.3.a.1) 18
2) Demobilization as described in Section 1.1.A.3.a.2) 19
d. No payments will be made for standby, idle time, or lost profits associated this 20
Item. 21
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 22
a. Measurement 23
1) Measurement for this Item shall be for each Mobilization and 24
Demobilization required by the Contract Documents 25
b. Payment 26
1) The Work performed and materials furnished in accordance with this Item 27
and measured as provided under “Measurement” will be paid for at the unit 28
price per each “Work Order Emergency Mobilization” in accordance with 29
Contract Documents. Demobilization shall be considered subsidiary to 30
mobilization and shall not be paid for separately. 31
c. The price shall include 32
1) Mobilization as described in Section 1.1.A.4.a) 33
2) Demobilization as described in Section 1.1.A.3.a.2) 34
d. No payments will be made for standby, idle time, or lost profits associated this 35
Item. 36
1.3 REFERENCES [NOT USED] 37
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38
1.5 SUBMITTALS [NOT USED] 39
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 40
1.7 CLOSEOUT SUBMITTALS [NOT USED] 41
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 42
1.9 QUALITY ASSURANCE [NOT USED] 43
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 44
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION [NOT USED] 4
END OF SECTION 5
6
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
7
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) Measurement for this Item shall be by lump sum. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item shall be paid for at the lump sum price bid for “Construction Staking”. 19
2) Payment for “Construction Staking” shall be made in partial payments 20
prorated by work completed compared to total work included in the lump 21
sum item. 22
c. The price bid shall include, but not be limited to the following: 23
1) Verification of control data provided by Developer’s Project 24
Representative. 25
2) Placement, maintenance and replacement of required stakes and markings 26
in the field. 27
3) Preparation and submittal of construction staking documentation in the 28
form of “cut sheets” using the City’s standard template. 29
2. Construction Survey 30
a. Measurement 31
1) This Item is considered subsidiary to the various Items bid. 32
b. Payment 33
1) The work performed and the materials furnished in accordance with this 34
Item are subsidiary to the various Items bid and no other compensation will be 35
allowed. 36
3. As-Built Survey 37
a. Measurement 38
1) Measurement for this Item shall be by lump sum. 39
b. Payment 40
1) The work performed and the materials furnished in accordance with this 41
Item shall be paid for at the lump sum price bid for “As-Built Survey”. 42
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
2) Payment for “As-Built Survey” shall be made in partial payments prorated 1
by work completed compared to total work included in the lump sum item. 2
c. The price bid shall include, but not be limited to the following: 3
1) Field measurements and survey shots to identify location of completed 4
facilities. 5
2) Documentation and submittal of as-built survey data onto contractor redline 6
plans and digital survey files. 7
8
1.3 REFERENCES 9
A. Definitions 10
1. Construction Survey - The survey measurements made prior to or while 11
construction is in progress to control elevation, horizontal position, dimensions and 12
configuration of structures/improvements included in the Project Drawings. 13
2. As-built Survey –The measurements made after the construction of the 14
improvement features are complete to provide position coordinates for the features 15
of a project. 16
3. Construction Staking – The placement of stakes and markings to provide offsets 17
and elevations to cut and fill in order to locate on the ground the designed 18
structures/improvements included in the Project Drawings. Construction staking 19
shall include staking easements and/or right of way if indicated on the plans. 20
4. Survey “Field Checks” – Measurements made after construction staking is 21
completed and before construction work begins to ensure that structures marked on 22
the ground are accurately located per Project Drawings. 23
B. Technical References 24
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 25
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 26
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 27
on City’s Buzzsaw website). 28
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 29
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 30
Surveying in the State of Texas, Category 5 31
32
1.4 ADMINISTRATIVE REQUIREMENTS 33
A. The Contractor’s selection of a surveyor must comply with Texas Government Code 34
2254 (qualifications based selection) for this project. 35
1.5 SUBMITTALS 36
A. Submittals, if required, shall be in accordance with Section 01 33 00. 37
B. All submittals shall be received and reviewed by the City prior to delivery of work. 38
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39
A. Field Quality Control Submittals 40
1. Documentation verifying accuracy of field engineering work, including coordinate 41
conversions if plans do not indicate grid or ground coordinates. 42
01 71 23 - 3
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 1
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 2
1.7 CLOSEOUT SUBMITTALS 3
B. As-built Redline Drawing Submittal 4
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 5
constructed improvements signed and sealed by Registered Professional Land 6
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 7
– Survey Staking Standards) . 8
2. Contractor shall submit the proposed as-built and completed redline drawing 9
submittal one (1) week prior to scheduling the project final inspection for City 10
review and comment. Revisions, if necessary, shall be made to the as-built redline 11
drawings and resubmitted to the City prior to scheduling the construction final 12
inspection. 13
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14
1.9 QUALITY ASSURANCE 15
A. Construction Staking 16
1. Construction staking will be performed by the Contractor. 17
2. Coordination 18
a. Contact City and Developer’s Project Representative at least one week in 19
advance notifying the City of when Construction Staking is scheduled. 20
b. It is the Contractor’s responsibility to coordinate staking such that construction 21
activities are not delayed or negatively impacted. 22
3. General 23
a. Contractor is responsible for preserving and maintaining stakes. If 24
Developer’s Project Representative is required to re-stake for any reason, the 25
Contractor will be responsible for costs to perform staking. If in the opinion of 26
the City, a sufficient number of stakes or markings have been lost, destroyed 27
disturbed or omitted that the contracted Work cannot take place then the 28
Contractor will be required to stake or re-stake the deficient areas. 29
B. Construction Survey 30
1. Construction Survey will be performed by the Contractor. 31
2. Coordination 32
a. Contractor to verify that horizontal and vertical control data established in the 33
design survey and required for construction survey is available and in place. 34
3. General 35
a. Construction survey will be performed in order to construct the work shown on 36
the Construction Drawings and specified in the Contract Documents. 37
b. For construction methods other than open cut, the Contractor shall perform 38
construction survey and verify control data including, but not limited to, the 39
following: 40
1) Verification that established benchmarks and control are accurate. 41
2) Use of Benchmarks to furnish and maintain all reference lines and grades 42
for tunneling. 43
3) Use of line and grades to establish the location of the pipe. 44
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
4) Submit to the City copies of field notes used to establish all lines and 1
grades, if requested, and allow the City to check guidance system setup prior 2
to beginning each tunneling drive. 3
5) Provide access for the City, if requested, to verify the guidance system and 4
the line and grade of the carrier pipe. 5
6) The Contractor remains fully responsible for the accuracy of the work and 6
correction of it, as required. 7
7) Monitor line and grade continuously during construction. 8
8) Record deviation with respect to design line and grade once at each pipe 9
joint and submit daily records to the City. 10
9) If the installation does not meet the specified tolerances (as outlined in 11
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 12
the installation in accordance with the Contract Documents. 13
C. As-Built Survey 14
1. Required As-Built Survey will be performed by the Contractor. 15
2. Coordination 16
a. Contractor is to coordinate with City to confirm which features require as-built 17
surveying. 18
b. It is the Contractor’s responsibility to coordinate the as-built survey and 19
required measurements for items that are to be buried such that construction 20
activities are not delayed or negatively impacted. 21
c. For sewer mains and water mains 12” and under in diameter, it is acceptable to 22
physically measure depth and mark the location during the progress of 23
construction and take as-built survey after the facility has been buried. The 24
Contractor is responsible for the quality control needed to ensure accuracy. 25
3. General 26
a. The Contractor shall provide as-built survey including the elevation and 27
location (and provide written documentation to the City) of construction 28
features during the progress of the construction including the following: 29
1) Water Lines 30
a) Top of pipe elevations and coordinates for waterlines at the following 31
locations: 32
(1) Minimum every 250 linear feet, including 33
(2) Horizontal and vertical points of inflection, curvature, 34
etc. 35
(3) Fire line tee 36
(4) Plugs, stub-outs, dead-end lines 37
(5) Casing pipe (each end) and all buried fittings 38
2) Sanitary Sewer 39
a) Top of pipe elevations and coordinates for force mains and siphon 40
sanitary sewer lines (non-gravity facilities) at the following locations: 41
(1) Minimum every 250 linear feet and any buried fittings 42
(2) Horizontal and vertical points of inflection, curvature, 43
etc. 44
3) Stormwater – Not Applicable 45
b. The Contractor shall provide as-built survey including the elevation and 46
location (and provide written documentation to the City) of construction 47
features after the construction is completed including the following: 48
1) Manholes 49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
a) Rim and flowline elevations and coordinates for each manhole 1
2) Water Lines 2
a) Cathodic protection test stations 3
b) Sampling stations 4
c) Meter boxes/vaults (All sizes) 5
d) Fire hydrants 6
e) Valves (gate, butterfly, etc.) 7
f) Air Release valves (Manhole rim and vent pipe) 8
g) Blow off valves (Manhole rim and valve lid) 9
h) Pressure plane valves 10
i) Underground Vaults 11
(1) Rim and flowline elevations and coordinates for each 12
Underground Vault. 13
3) Sanitary Sewer 14
a) Cleanouts 15
(1) Rim and flowline elevations and coordinates for each 16
b) Manholes and Junction Structures 17
(1) Rim and flowline elevations and coordinates for each 18
manhole and junction structure. 19
4) Stormwater – Not Applicable 20
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21
1.11 FIELD [SITE] CONDITIONS [NOT USED] 22
1.12 WARRANTY 23
PART 2 - PRODUCTS 24
A. A construction survey will produce, but will not be limited to: 25
1. Recovery of relevant control points, points of curvature and points of intersection. 26
2. Establish temporary horizontal and vertical control elevations (benchmarks) 27
sufficiently permanent and located in a manner to be used throughout construction. 28
3. The location of planned facilities, easements and improvements. 29
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 30
areas, utilities, streets, highways, tunnels, and other construction. 31
b. A record of revisions or corrections noted in an orderly manner for reference. 32
c. A drawing, when required by the client, indicating the horizontal and vertical 33
location of facilities, easements and improvements, as built. 34
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 35
construction staking projects. These cut sheets shall be on the standard city template 36
which can be obtained from the Survey Superintendent (817-392-7925). 37
5. Digital survey files in the following formats shall be acceptable: 38
a. AutoCAD (.dwg) 39
b. ESRI Shapefile (.shp) 40
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 41
standard templates, if available) 42
6. Survey files shall include vertical and horizontal data tied to original project 43
control and benchmarks, and shall include feature descriptions 44
01 71 23 - 6
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
PART 3 - EXECUTION 1
3.1 INSTALLERS 2
A. Tolerances: 3
1. The staked location of any improvement or facility should be as accurate as 4
practical and necessary. The degree of precision required is dependent on many 5
factors all of which must remain judgmental. The tolerances listed hereafter are 6
based on generalities and, under certain circumstances, shall yield to specific 7
requirements. The surveyor shall assess any situation by review of the overall plans 8
and through consultation with responsible parties as to the need for specific 9
tolerances. 10
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 11
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 12
1.0 ft. tolerance. 13
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 14
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 15
walkways shall be located within the confines of the site boundaries and, 16
occasionally, along a boundary or any other restrictive line. Away from any 17
restrictive line, these facilities should be staked with an accuracy producing no 18
more than 0.05ft. tolerance from their specified locations. 19
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 20
electric lines, shall be located horizontally within their prescribed areas or 21
easements. Within assigned areas, these utilities should be staked with an 22
accuracy producing no more than 0.1 ft tolerance from a specified location. 23
e. The accuracy required for the vertical location of utilities varies widely. Many 24
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 25
should be maintained. Underground and overhead utilities on planned profile, 26
but not depending on gravity flow for performance, should not exceed 0.1 ft. 27
tolerance. 28
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 29
specifications or in compliance to standards. The City reserves the right to request a 30
calibration report at any time and recommends regular maintenance schedule be 31
performed by a certified technician every 6 months. 32
1. Field measurements of angles and distances shall be done in such fashion as to 33
satisfy the closures and tolerances expressed in Part 3.1.A. 34
2. Vertical locations shall be established from a pre-established benchmark and 35
checked by closing to a different bench mark on the same datum. 36
3. Construction survey field work shall correspond to the client’s plans. Irregularities 37
or conflicts found shall be reported promptly to the City. 38
4. Revisions, corrections and other pertinent data shall be logged for future reference. 39
40
3.2 EXAMINATION [NOT USED] 41
01 71 23 - 7
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
3.3 PREPARATION [NOT USED] 1
3.4 APPLICATION 2
3.5 REPAIR / RESTORATION 3
A. If the Contractor’s work damages or destroys one or more of the control 4
monuments/points set by the Developer’s Project Representative, the monuments shall be 5
adequately referenced for expedient restoration. 6
1. Notify City or Developer’s Project Representative if any control data needs to be 7
restored or replaced due to damage caused during construction operations. 8
a. Contractor shall perform replacements and/or restorations. 9
b. The City or Developer’s Project Representative may require at any time a 10
survey “Field Check” of any monument or benchmarks that are set be verified 11
by the Developer’s Project Representative before further associated work can 12
move forward. 13
3.6 RE-INSTALLATION [NOT USED] 14
3.7 FIELD [OR] SITE QUALITY CONTROL 15
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 16
Developer’s Project Representative in accordance with this Specification. This includes 17
easements and right of way, if noted on the plans. 18
B. Do not change or relocate stakes or control data without approval from the City. 19
3.8 SYSTEM STARTUP 20
A. Survey Checks 21
1. The City reserves the right to perform a Survey Check at any time deemed 22
necessary. 23
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 24
relieve the contractor of his/her responsibility for accuracy. 25
26
3.9 ADJUSTING [NOT USED] 27
3.10 CLEANING [NOT USED] 28
3.11 CLOSEOUT ACTIVITIES [NOT USED] 29
3.12 PROTECTION [NOT USED] 30
3.13 MAINTENANCE [NOT USED] 31
3.14 ATTACHMENTS [NOT USED] 32
33
34
35
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised February 14, 2018
END OF SECTION 1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
3
01 74 23 - 1
DAP CLEANING
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 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 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
01 74 23 - 2
DAP CLEANING
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
01 74 23 - 3
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Exterior (Site or Right of Way) Final Cleaning 21
1. Remove trash and debris containers from site. 22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13. 24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway. 26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets. 28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site. 30
5. Clean signs, lights, signals, etc. 31
3.11 CLOSEOUT ACTIVITIES [NOT USED] 32
3.12 PROTECTION [NOT USED] 33
3.13 MAINTENANCE [NOT USED] 34
3.14 ATTACHMENTS [NOT USED] 35
36
37
38
39
40
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
END OF SECTION 1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
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CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
SECTION 01 78 39 1
PROJECT RECORD DOCUMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Work associated with the documenting the project and recording changes to project 6
documents, including: 7
a. Record Drawings 8
b. Water Meter Service Reports 9
c. Sanitary Sewer Service Reports 10
d. Large Water Meter Reports 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22
1.5 SUBMITTALS 23
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24
City’s Project Representative. 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE 29
A. Accuracy of Records 30
1. Thoroughly coordinate changes within the Record Documents, making adequate 31
and proper entries on each page of Specifications and each sheet of Drawings and 32
other Documents where such entry is required to show the change properly. 33
2. Accuracy of records shall be such that future search for items shown in the Contract 34
Documents may rely reasonably on information obtained from the approved Project 35
Record Documents. 36
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1
information that the change has occurred. 2
4. Provide factual information regarding all aspects of the Work, both concealed and 3
visible, to enable future modification of the Work to proceed without lengthy and 4
expensive site measurement, investigation and examination. 5
1.10 STORAGE AND HANDLING 6
A. Storage and Handling Requirements 7
1. Maintain the job set of Record Documents completely protected from deterioration 8
and from loss and damage until completion of the Work and transfer of all recorded 9
data to the final Project Record Documents. 10
2. In the event of loss of recorded data, use means necessary to again secure the data 11
to the City's approval. 12
a. In such case, provide replacements to the standards originally required by the 13
Contract Documents. 14
1.11 FIELD [SITE] CONDITIONS [NOT USED] 15
1.12 WARRANTY [NOT USED] 16
PART 2 - PRODUCTS 17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18
2.2 RECORD DOCUMENTS 19
A. Job set 20
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21
charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22
B. Final Record Documents 23
1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24
the City 1 complete set of all Final Record Drawings in the Contract. 25
2.3 ACCESSORIES [NOT USED] 26
2.4 SOURCE QUALITY CONTROL [NOT USED] 27
PART 3 - EXECUTION 28
3.1 INSTALLERS [NOT USED] 29
3.2 EXAMINATION [NOT USED] 30
3.3 PREPARATION [NOT USED] 31
3.4 MAINTENANCE DOCUMENTS 32
A. Maintenance of Job Set 33
1. Immediately upon receipt of the job set, identify each of the Documents with the 34
title, "RECORD DOCUMENTS - JOB SET". 35
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
2. Preservation 1
a. Considering the Contract completion time, the probable number of occasions 2
upon which the job set must be taken out for new entries and for examination, 3
and the conditions under which these activities will be performed, devise a 4
suitable method for protecting the job set. 5
b. Do not use the job set for any purpose except entry of new data and for review 6
by the City, until start of transfer of data to final Project Record Documents. 7
c. Maintain the job set at the site of work. 8
3. Coordination with Construction Survey 9
a. At a minimum clearly mark any deviations from Contract Documents 10
associated with installation of the infrastructure. 11
4. Making entries on Drawings 12
a. Record any deviations from Contract Documents. 13
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14
change by graphic line and note as required. 15
c. Date all entries. 16
d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17
e. In the event of overlapping changes, use different colors for the overlapping 18
changes. 19
5. Conversion of schematic layouts 20
a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21
ducts, and similar items, are shown schematically and are not intended to 22
portray precise physical layout. 23
1) Final physical arrangement is determined by the Contractor, subject to the 24
City's approval. 25
2) However, design of future modifications of the facility may require 26
accurate information as to the final physical layout of items which are 27
shown only schematically on the Drawings. 28
b. Show on the job set of Record Drawings, by dimension accurate to within 1 29
inch, the centerline of each run of items. 30
1) Final physical arrangement is determined by the Contractor, subject to the 31
City's approval. 32
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33
ceiling plenum", "exposed", and the like). 34
3) Make all identification sufficiently descriptive that it may be related 35
reliably to the Specifications. 36
c. The City may waive the requirements for conversion of schematic layouts 37
where, in the City's judgment, conversion serves no useful purpose. However, 38
do not rely upon waivers being issued except as specifically issued in writing 39
by the City. 40
B. Final Project Record Documents 41
1. Transfer of data to Drawings 42
a. Carefully transfer change data shown on the job set of Record Drawings to the 43
corresponding final documents, coordinating the changes as required. 44
b. Clearly indicate at each affected detail and other Drawing a full description of 45
changes made during construction, and the actual location of items. 46
c. Call attention to each entry by drawing a "cloud" around the area or areas 47
affected. 48
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH LPC Bluestone
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN-103519
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure 1
longevity and clear reproduction. 2
2. Transfer of data to other Documents 3
a. If the Documents, other than Drawings, have been kept clean during progress of 4
the Work, and if entries thereon have been orderly to the approval of the City, 5
the job set of those Documents, other than Drawings, will be accepted as final 6
Record Documents. 7
b. If any such Document is not so approved by the City, secure a new copy of that 8
Document from the City at the City's usual charge for reproduction and 9
handling, and carefully transfer the change data to the new copy to the approval 10
of the City. 11
3.5 REPAIR / RESTORATION [NOT USED] 12
3.6 RE-INSTALLATION [NOT USED] 13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14
3.8 SYSTEM STARTUP [NOT USED] 15
3.9 ADJUSTING [NOT USED] 16
3.10 CLEANING [NOT USED] 17
3.11 CLOSEOUT ACTIVITIES [NOT USED] 18
3.12 PROTECTION [NOT USED] 19
3.13 MAINTENANCE [NOT USED] 20
3.14 ATTACHMENTS [NOT USED] 21
END OF SECTION 22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K.Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
*33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
*33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
*33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged)ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged)ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged)Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32")ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
*33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
*33 05 13 Manhole Frames and Covers Western Iron Works Bass & Hays Foundry 300-24P 24" Dia.
*33 05 13 Manhole Frames and Covers McKinley Iron Works Inc.WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
*33 39 10 Manhole Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
*33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc.ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc.48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
*E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc.Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner)Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
*E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior)ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior)Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
*33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
*33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
*33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc.TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc.Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
*33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
*33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.AWWA C150, C151
*33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co.AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc.D025LTP02(Composite Body)2"
Sewer - Pipes/Concrete
*E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc.ASTM C 76
*E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
*E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL It 95 M h l , 98 P p ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP)Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe Group Thompson Pipe (Flowtite)ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
*High-density polyethylene pipe Phillips Driscopipe, Inc.Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
*High-density polyethylene pipe Plexco Inc.ASTM D 1248 8"
*High-density polyethylene pipe Polly Pipe, Inc.ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
*33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle)SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thru 15"
*33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
*33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034 D-1784 etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc.SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp.SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
*Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA)Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
*Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp.EX Method ASTM F-1504 F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe,ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc.Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe Triple Wall Advanced Drainage Systems (ADS)SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co. Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N H-14276N H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc.#406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel)Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel)Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc.DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
*E1-11 Combination Air Release Valve GA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
*E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2" 1" & 2"
*E1-11 Combination Air Release Valve Valve and Primer Corp.APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works)WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc.DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp.DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc.Mechanical Joint Fittings AWWA C153 & C110
*E1-07 Ductile Iron Fittings Griffin Pipe Products, Co.Mechanical Joint Fittings AWWA C 110
*E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153 C 110 C 112
02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products Inc.
PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products Inc.
DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No.National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255)AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247)AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron)AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
*E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
*E1-26 Resilient Seated Gate Valve M&H 4" - 12"
*E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co.Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co.Mueller 42" & 48" C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co.AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co.16" RS GV (SD D-20995)AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co.Clow RW Valve (SD D-21652)AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co.Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
*E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
*E1-30 Rubber Seated Butterfly Valve Henry Pratt Co.AWWA C-504 24"
*E1-30 Rubber Seated Butterfly Valve Mueller Co.AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co.AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind.Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable)
* From Original Standard Products List 5