HomeMy WebLinkAbout064196-PM1 - General - Contract - Concrete & Steel Construction, LLCPROJECT MANUAL
FOR
THE CONSTRUCTION OF
RESTAURANT & RETAIL DEVELOPMENT
IPRC Record No.IPRC25-0102
City Project No.106367
FID No.30114-0200431-106367-E07685
File No.SD-0755
X File No.N/A
Mattie Parker Jesus “Jay” Chapa
Mayor City Manager
Lauren Prieur
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
DECEMBER 2025
Prepared by
Triangle Engineering, LLC
TBDE registration # 11525
1782 W McDermott Dr
Allen, Tx 75013
Tel: 469-331-8566
Email: ayeoh@triangle-engr.com
JANUARY, 2026
01/13/2026
CSC No. 64196-PM1
Adopted September 2011
City of Fort Worth
Standard Construction Specification
Documents
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
SECTION 00 00 10
TABLE OF CONTENTS
Division 00 - General Conditions Last Revised
00 05 10 Mayor and Council Communication 07/01/2011
00 05 15 Addenda 07/01/2011
00 11 13 Invitation to Bidders 02/08/2024
00 21 13 Instructions to Bidders 09/01/2025
00 35 13 Conflict of Interest Statement 02/24/2020
00 41 00 Bid Form 09/19/2025
00 42 43 Proposal Form Unit Price 09/30/2021
00 43 13 Bid Bond 09/30/2021
00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021
00 45 11 Bidders Prequalifications 08/13/2021
00 45 12 Prequalification Statement 09/30/2021
00 45 13 Prequalification Application 06/13/2025
00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011
00 45 41 Small Business Goal 9/01/2025
00 52 43 Agreement 9/19/2025
00 61 13 Performance Bond 12/08/2023
00 61 14 Payment Bond 12/08/2023
00 61 19 Maintenance Bond 9/19/2025
00 61 25 Certificate of Insurance 07/01/2011
00 72 00 General Conditions 09/01/2025
00 73 00 Supplementary Conditions 03/08/2024
00 73 10 Standard City Condition of the Contractor for DAP 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 07/01/2011
01 29 75 Materials On Hand 9/19/2025
01 31 19 Preconstruction Meeting 09/01/2025
01 31 20 Project Meetings 07/01/2011
01 32 16 Construction Schedule 10/06/2023
01 32 33 Preconstruction Video 07/01/2011
01 33 00 Submittals 12/20/2012
01 35 13 Special Project Procedures 03/11/2022
01 45 23 Testing and Inspection Services 03/09/2020
01 50 00 Temporary Facilities and Controls 09/19/2025
01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 58 13 Temporary Project Signage 07/01/2011
01 60 00 Product Requirements 03/09/2020
01 66 00 Product Storage and Handling Requirements 07/01/2011
01 70 00 Mobilization and Remobilization 11/22/2016
01 71 23 Construction Staking and Survey 02/14/2018
01 74 23 Cleaning 07/01/2011
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
01 77 19 Closeout Requirements 03/22/2021
01 78 23 Operation and Maintenance Data 12/20/2012
01 78 39 Project Record Documents 07/01/2011
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
Division 02 - Existing Conditions
Date
Modified
02 41 13 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modifications to Existing Concrete Structures
Division 26 - Electrical
26 05 00 Common Work Results for Electrical
26 05 10 Demolition for Electrical Systems
26 05 33 Raceways and Boxes for Electrical Systems
26 05 43 Underground Ducts and Raceways for Electrical Systems
Division 31 - Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
31 23 23 Borrow
31 24 00 Embankments
31 25 00 Erosion and Sediment Control
31 36 00 Gabions
31 37 00 Riprap
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair
32 01 18 Temporary Asphalt Paving Repair
32 01 29 Concrete Paving Repair
32 11 23 Flexible Base Courses
32 11 29 Lime Treated Base Courses
32 11 33 Cement Treated Base Courses
32 11 37 Liquid Treated Soil Stabilizer
32 12 16 Asphalt Paving
32 12 73 Asphalt Paving Crack Sealants
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 14 16 Brick Unit Paving
32 16 13 Concrete Curb and Gutters and Valley Gutters
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
32 17 23 Pavement Markings
32 17 25 Curb Address Painting
32 31 13 Chain Fences and Gates
32 31 26 Wire Fences and Gates
32 31 29 Wood Fences and Gates
32 32 13 Cast-in-Place Concrete Retaining Walls
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Sodding
32 92 14 Non-Native Seeding
32 92 15 Native Grass and Wildflower Seeding
32 93 43 Trees and Shrubs
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing
33 01 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypass Pumping of Existing Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 04 11 Corrosion Control Test Stations
33 04 12 Magnesium Anode Cathodic Protection System
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 04 50 Cleaning of Sewer Mains
33 05 10 Utility Trench Excavation, Embedment, and Backfill
33 05 12 Water Line Lowering
33 05 13 Frame, Cover and Grade Rings-Cast Iron
33 05 13.01 Frame, Cover and Grade Rings-Composite
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
33 05 16 Concrete Water Vaults
33 05 17 Concrete Collars
33 05 20 Auger Boring
33 05 21 Tunnel Liner Plate
33 05 22 Steel Casing Pipe
33 05 23 Hand Tunneling
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate
33 05 26 Utility Markers/Locators
33 05 30 Location of Existing Utilities
33 11 05 Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pipe
33 11 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
33 11 14 Buried Steel Pipe and Fittings
33 12 10 Water Services 1-inch to 2-inch
33 12 11 Large Water Meters
33 12 20 Resilient Seated Gate Valve
33 12 21 AWWA Rubber-Seated Butterfly Valves
33 12 25 Connection to Existing Water Mains
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
33 12 30 Combination Air Valve Assemblies for Potable Water Systems
33 12 40 Fire Hydrants
33 12 50 Water Sample Stations
33 12 60 Standard Blow-off Valve Assembly
33 31 12 Cured in Place Pipe (CIPP)
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe
33 31 22 Sanitary Sewer Slip Lining
33 31 23 Sanitary Sewer Pipe Enlargement
33 31 50 Sanitary Sewer Service Connections and Service Line
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains
33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 30 Fiberglass Manholes
33 39 40 Wastewater Access Chamber (WAC)
33 39 60 Epoxy Liners for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain
33 41 12 Reinforced Polyethylene (SRPE) Pipe
33 41 13 Polypropylene Pipe for Storm Drain
33 46 00 Subdrainage
33 46 01 Slotted Storm Drains
33 46 02 Trench Drains
33 49 10 Cast-in-Place Manholes and Junction Boxes
33 49 20 Curb and Drop Inlets
33 49 40 Storm Drainage Headwalls and Wingwalls
Division 34 - Transportation
34 41 10 Traffic Signals
34 41 10.01 Attachment A – Controller Cabinet
34 41 10.02 Attachment B – Controller Specification
34 41 10.03 Attachment C – Software Specification
34 41 11 Temporary Traffic Signals
34 41 13 Removing Traffic Signals
34 41 15 Rectangular Rapid Flashing Beacon
34 41 16 Pedestrian Hybrid Signal
34 41 20 Roadway Illumination Assemblies
34 41 20.01 Arterial LED Roadway Luminaires
34 41 20.02 Freeway LED Roadway Luminaires
34 41 20.03 Residential LED Roadway Luminaires
34 41 30 Aluminum Signs
34 71 13 Traffic Control
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/
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
or
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 03/11/2022
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 06/13/2025
03 34 13 Controlled Low Strength Material (CLSM) 03/07/2025
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 03/11/2022
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 00 00 Site Clearing 03/22/2021
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 04/29/2021
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 06/13/2025
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 06/10/2022
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 6/07/2024
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 06/13/2025
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022
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 12/09/2022
32 17 23 Pavement Markings 06/10/2022
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
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 6 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
32 91 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022
32 92 13 Sodding 05/13/2021
32 92 14 Non-Native Seeding 05/13/2021
32 92 15 Native Grass and Wildflower Seeding 10/06/2023
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 09/07/2018
33 01 31 Closed Circuit Television (CCTV) Inspection – Sanitary Sewer 03/11/2022
33 01 32 Closed Circuit Television (CCTV) Inspection – Storm Drain 12/08/2023
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 09/19/2025
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Pipes 03/11/2022
33 05 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings 09/09/2022
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 03/11/2022
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 03/11/2022
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 12/09/2022
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 12/09/2022
33 11 11 Ductile Iron Fittings 09/20/2017
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 03/07/2025
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 05/06/2015
33 12 21 AWWA Rubber-Seated Butterfly Valves 04/23/2019
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
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 04/23/2019
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 09/09/2022
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 7 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 19, 2025
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 12/13/2024
33 39 20 Precast Concrete Manholes 12/13/2024
33 39 30 Fiberglass Manholes 12/13/2024
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Liners for Sanitary Sewer Structures 04/29/2021
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 Polyethylene (SRPE) Pipe 11/13/2015
33 41 13 Polypropylene Pipe for Storm Drain 06/10/2022
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 12/13/2024
33 49 20 Curb and Drop Inlets 03/11/2022
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 03/11/2022
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 03/11/2022
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 03/22/2021
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 Small Business Utilization Form
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 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 1
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised June 13, 2025
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
PART 1 - UNIT PRICE BID BIDDER'S APPLICATION
Total Construction Bid-
This bid is submitted by the entity named below:
Bidder: By: ________________
Title: _______________
DATE: _______________
Contractor agrees to complete WORK for final acceptance within _90_working days after
the date when the CONTRACT commences to run as provided in the General Conditions.
END OF SECTION
Project Item Information Bidder's Proposal
Bidlist Item
No. Description Specification
Section No.
Unit of
Measure
Bid
Quantity Unit Price Bid Value
UNIT I: STORM IMPROVEMENTS
1 3349.0002 5' STROM JUNCTION BOX 33 49 10
36 49 20
02 41 14
EA 1 $6500 $6500
2 3349.5001 10' CURB INLET 36 49 20 EA 1 $5800 $5800
3 0241.4201 REMOVE 4' DROP INLET 02 41 14 EA 2 $1500 $3000
4
5
6
TOTAL UNIT I: STORM IMPROVEMENT $15,3000
Concrete & Steel Structures, LLC.
947 E. Renfro St.
Burleson, TX 76028
$ 15,300.00
April Meza
President
09/17/2025
00 00 10
14
$6500.00 $6500.00
$5800.00 $5800.00
$1500.00 $3000.00
$15,300.00
09/19/2025
00 45 12 - 1
PREQUALIFICATION STATEMENT
Page 1 of 1
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised September 30, 2021
SECTION 00 45 12 1
PREQUALIFICATION STATEMENT 2
3
Each Bidder for a City procurement is required to complete the information below by 4
identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 5
major work type(s) listed. 6
[Work Types listed below must match those listed in 00 41 00, Bid Form] 7
8
Major Work
Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
DRAINAGE
WORK
CONCRETE & STEEL STRUCTURE
9
10
The undersigned hereby certifies that the contractors and/or subcontractors described in 11
the table above are currently prequalified for the work types listed. 12
13
BIDDER: 14
15
_____________________________________ By: ___________________________________ 16
Company (Please Print) 17
18
_____________________________________ Signature: ______________________________ 19
Address 20
21
_____________________________________ Title: __________________________________ 22
City/State/Zip (Please Print) 23
24
Date: __________________________________ 25
26
END OF SECTION 27
28
9/30/2026
CONCRETE & STEEL STRUCTURE APRIL MEZA
947 E RENFRO
BURLESON, TX 76028 PRESIDENT
11/11/2025
CONCRETE & STEEL STRUCTURE, LLC
ooas2c-a
C[3N'TI2ACI'OR COMPLIANCE WITFi WORKE�2'S COMI'ENSATION LAW
Page 1 of 1
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SECTION 00 45 26
CONTAACTOR COMPLIANCE V�TITH �IORKER'S COMPENS A.TION LAW
Pursuant to Texas Labor Code Sectian 406.096{a), as amended, Contractor certif es tliat it
�ravides worker's co�npensation insurance coverage for all of its einployees em��oyed on City
Project No.106367. Contractor iurthcr certifies that, �ursuant to Texas Labor Co�.e, Section
406.Q96(b), as a.rn���l�d, it w�1� p�-n�ide to City its sizhcnnrracr.ar's certificates af �oninli���� with
wqrkei's cati�pensatiau co�e;�age.
coavT�cTox:
CONCRET� & STEEL STRUCTURE
Compar�y
947 E RENFRO
�dc�-ess
�U�i��S01V, TX 76028
City/State/Zip
THE STATE OF TEXAS
C�UNTY OF TARRI�N.1�
gy. APR1L MEZA
(Please Print j
Signatu�e: �
Title' �RESlDE�1T
(Ptease Print)
0
�
B FORE 1VfE, the undersigned authority, on this day personally appeared
r�� �e� . known t� rne to be the person vvhose name is
subs iib�d to the fore oing instrumen�, and acknowiedged to me that he/she execu�ed the sa�ne as
the act and deed of. �� j �]� ._� %r the purposes and
consideration thereui expressed and tn the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF O�F�CE this ��j� day of
t�10veCr1lo�' .2aZ5.
``���`���`�1�E � Lf ��������`/�.
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1V �
Notary P�tblic in and for the State of T as
END OF SECTION
CITY Of f�O1�T WORT��I
S'i'ANDARD CONST�tUCTION 5PEC1N'1CA1lON DQC[�MF3NTS
Revised JuIy l, 2011
RESTACIR%�N7' 8 f2ETf]IL DE6�'LOP�4IL'NT
1063G7
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised June 16, 2016
SECTION 00 52 431
AGREEMENT2
[Text in Blue is for information or guidance. Remove all blue text in the project final document.]3
THIS AGREEMENT,authorized on ______________is made by and between the Developer,4
(Insert Full Legal Name of Developer), authorized to do business in Texas (“Developer”) , and5
______________________________________________________________, authorized to do6
business in Texas, acting by and through its duly authorized representative, (“Contractor”).7
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as8
follows:9
Article 1. WORK10
Contractor shall complete all Work as specified or indicated in the Contract Documents for the11
Project identified herein.12
Article 2. PROJECT13
The project for which the Work under the Contract Documents may be the whole or only a part is14
generally described as follows:15
<Insert Project Name>__________________________________________________________16
<Insert Project Number(s)>______________________________________________________17
Article 3. CONTRACT TIME18
3.1 Time is of the essence.19
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract20
Documents are of the essence to this Contract.21
3.2 Final Acceptance.22
The Work will be complete for Final Acceptance within {_____}calendar days <ensure the23
days shown match the days shown in the Proposal> after the date when the Contract Time24
commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the25
Construction Contract for Developer Awarded Projects.26
3.3 Liquidated damages27
Contractor recognizes that time is of the essence of this Agreement and that Developer28
will suffer financial loss if the Work is not completed within the times specified in29
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of30
the Standard City Conditions of the Construction Contract for Developer Awarded31
Projects. The Contractor also recognizes the delays, expense and difficulties involved in32
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not33
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees34
that as liquidated damages for delay (but not as a penalty), Contractor shall pay35
Developer <Insert amount in written words>Dollars ($X,XXX.XX) for each day that36
expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues37
the Final Letter of Acceptance.38
12/15/2025
CONCRETE & STEEL CONSTRUCTION, LLC
RESTAURANT & RETAIL DEVELOPMENT
106367
14 Working
RESTAURANT & RETAIL DEVELOPMENT
106367
One Hundred dollars ($100)
<ensure the
days shown match the days shown in the proposal>
The Work will be complete for Final Acceptance within 14 working days after the date
when the Contract Time commences to run as provided in Paragraph 12.04 of the
Standard City Conditions of the Construction Contract for Developer Awarded Projects.
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised June 16, 2016
Article 4. CONTRACT PRICE39
Developer agrees to pay Contractor for performance of the Work in accordance with the Contract40
Documents an amount in current funds of __________________________________Dollars41
($___________________).42
Article 5. CONTRACT DOCUMENTS43
5.1 CONTENTS:44
A.The Contract Documents which comprise the entire agreement between Developer and45
Contractor concerning the Work consist of the following:46
1.This Agreement.47
2.Attachments to this Agreement:48
a.Bid Form (As provided by Developer)49
1)Proposal Form (DAP Version)50
2)Prequalification Statement51
3)State and Federal documents (project specific)52
b.Insurance ACORD Form(s)53
c.Payment Bond (DAP Version)54
d.Performance Bond (DAP Version)55
e.Maintenance Bond (DAP Version)56
f.Power of Attorney for the Bonds57
g.Worker’s Compensation Affidavit58
h.MBE and/or SBE Commitment Form (If required)59
3.Standard City General Conditions of the Construction Contract for Developer60
Awarded Projects.61
4.Supplementary Conditions.62
5.Specifications specifically made a part of the Contract Documents by attachment63
or, if not attached, as incorporated by reference and described in the Table of64
Contents of the Project’s Contract Documents.65
6.Drawings.66
7.Addenda.67
8.Documentation submitted by Contractor prior to Notice of Award.68
9.The following which may be delivered or issued after the Effective Date of the69
Agreement and, if issued, become an incorporated part of the Contract Documents:70
a.Notice to Proceed.71
b.Field Orders.72
c.Change Orders.73
d.Letter of Final Acceptance.74
75
76
RESTAURANT & RETAIL DEVELOPMENT
106367
FIFTEEN THOUSAND AND THREE HUNDRED
15,300
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised June 16, 2016
Article 6. INDEMNIFICATION77
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own78
expense, the city, its officers, servants and employees, from and against any and all79
claims arising out of, or alleged to arise out of, the work and services to be performed80
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees81
under this contract. This indemnification provision is specifically intended to operate82
and be effective even if it is alleged or proven that all or some of the damages being83
sought were caused, in whole or in part, by any act, omission or negligence of the city.84
This indemnity provision is intended to include, without limitation, indemnity for85
costs, expenses and legal fees incurred by the city in defending against such claims and86
causes of actions.87
88
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,89
the city, its officers, servants and employees, from and against any and all loss, damage90
or destruction of property of the city, arising out of, or alleged to arise out of, the work91
and services to be performed by the contractor, its officers, agents, employees,92
subcontractors, licensees or invitees under this contract. This indemnification93
provision is specifically intended to operate and be effective even if it is alleged or94
proven that all or some of the damages being sought were caused, in whole or in part,95
by any act, omission or negligence of the city.96
97
Article 7. MISCELLANEOUS98
7.1 Terms.99
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of100
the Construction Contract for Developer Awarded Projects.101
7.2 Assignment of Contract.102
This Agreement, including all of the Contract Documents may not be assigned by the103
Contractor without the advanced express written consent of the Developer.104
7.3 Successors and Assigns.105
Developer and Contractor each binds itself, its partners, successors, assigns and legal106
representatives to the other party hereto, in respect to all covenants, agreements and107
obligations contained in the Contract Documents.108
7.4 Severability.109
Any provision or part of the Contract Documents held to be unconstitutional, void or110
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all111
remaining provisions shall continue to be valid and binding upon DEVELOPER and112
CONTRACTOR.113
7.5 Governing Law and Venue.114
This Agreement, including all of the Contract Documents is performable in the State of115
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the116
Northern District of Texas, Fort Worth Division.117
RESTAURANT & RETAIL DEVELOPMENT
106367
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised June 16, 2016
118
7.6 Authority to Sign.119
Contractor shall attach evidence of authority to sign Agreement, if other than duly120
authorized signatory of the Contractor.121
122
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple123
counterparts.124
125
This Agreement is effective as of the last date signed by the Parties (“Effective Date”).126
127
Contractor:Developer:
By:By:
(Signature)(Signature)
(Printed Name)(Printed Name)
Title:Title:
Company Name:Company name:
Address:Address:
City/State/Zip:City/State/Zip:
___________________________
Date Date
128
RESTAURANT & RETAIL DEVELOPMENT
106367
APRIL MEZA
PRESIDENT
947 E RENFRO
BURLESON, TX 76023
12/15/2025 12/15/2025
DEVELOPER
JIN QIANG JIANG
(REDEMPTION INVESTMENT ,LLC
11801 COUNTY ROAD 506
FORT WORTH ,TX 76131
STEEL & CONSTRUCTION
,LLC
I
2
3
4
5
6
7
8
9
SECTION 00 62 13
PERFORMANCE BOND
00 62 13 - I
PERFORMANCE BOND
Page I of3
Bond No. CE11729000109
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL BY THESE PRESENTS:
That we, __ C_O_N_C_R_E_T_E_&_S_T_EE_L_ST_R_U_C_T_U_R_E_S...c.._L_LC ___________ , known as
"Principal" herein and PHILADELPHIA INDEMNITY INSURANCE COMPANY , a corporate
10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, JIN q1ANG JIANG
12 <REDEMPTION INVESTMENT LLCl authorized to do business in Texas ("Developer") and the City of Fort
13 Worth, a Texas municipal corporation ("City"), in the penal sum of,
14 ___ F_IF_T_E_E_N_T_H_O_U_S_A_N_D_T_H_R_EE_H_U_N_D_R_E_D_&_0_0_/1_0_0 __ Dollars ($ ____ 1 _5_,3_0_0_.0_0 ____ __,),
15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual
17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
18 and severally, firmly by these presents.
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CF A Number CFA25-0127 ;and
22 WHEREAS , the Principal has entered into a certain written contract with the Developer awarded
23 the~ day of JULY , 20 25 , which Contract is hereby referred to and made a
24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
25 and other accessories defined by law, in the prosecution of the Work, including any Change
26 Orders, as provided for in said Contract designated as RESTAURANT & RETAIL DEVELOPMENT.
27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
28 shall faithfully perform it obligations under the Contract and shall in all respects duly and
29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
30 specifications, and contract documents therein referred to, and as well during any period of
3 I extension of the Contract that may be granted on the part of the Developer and/or City, then this
32 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS-DEVELOPER AWARDED PROJECTS
Revi sed January 3 I , 2012
RESTAUTANT & RETAIL DEVELOPMENT
106367
00 62 13 -2
PERFORMANC E BOND
Pa ge 2 o f 3
PROVIDED FURTHER, that if any legal action be filed on this Bond , venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 4th day of __ _
9 December , 20-1§_
10 PRINCIPAL:
I I CONCRETE & STEEL STR UCTURES , LLC
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
BY: --------------Signature
ATTEST:
(Principal) Secretary Name and Title
Address: 325 NW SUMMERCREST BLVD
BURLESON , TX 76028
Witness as to Principal
SURETY:
PHILADELPH IA INDEMNITY INSURANCE COMPANY
BY:c?z
Signature
ESTEBAN FLORES , ATTORNEY-IN-FACT
Name and Title
Address: ONE BALA PLAZA, SUITE 100
BALA CYNWYD , PA 19004
Telephone Number: 800-873-4552
R. M. Friedik
*Note: If signed by an officer of the Surety Company , there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety 's physical address is different from its mailing address, both must be provided.
CIT Y OF FO RT WORTH
STAN DA RD CITY CON DITIONS -D EV ELOP ER AWARD ED PROJ EC T S
Re vised Janu ary 3 1, 20 I 2
RESTAUTANT & RETAIL DEVELOPMENT
106367
April Meza president
2
00 62 13 -3
PERFORMANCE BOND
Page 3 of3
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD C ITY CO N DITIONS-D EV ELOPER AWARD ED PROJ EC TS
Revi sed January 31 , 2012
RESTAUTANT & RETAIL DEVELOPMENT
106367
Bond# CE11729000109 PHILADELPHIA INDEMNITY INSURANCE COMPANY
One Bala Pl aza , Suite I 00
Bala Cynwyd, PA 19004 -0950
Power of Attorney
KNOW ALL PERSONS BY THESE PRESENTS : That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Co mpan y), a corporat ion organized and
ex i sting under the laws of the Commonwealth of Penn sy lvani a, doe s hereb y constitute and appoint Michael D . Lapre. Phillip Simons. Brad Bullerdieck. Bernardo C.
Scorza Gaspar, Matt Bocklage. Brian D . Ru sse ll Jr ., Robert J. Wolf. Blake Oliver. Artyce Johnson . Mark Karr. Este ban Flores . R. M . Friedik . J.C. Shively. Belinda
John so n, Michael Simons, Michelle L . Eldridge and Lauren Casey A l exander ofNFP Property & Casua l ty Services . Inc. its true and l awful Attorney-in-fact w ith full
aut hori ty to execute on its behalf bond s, undertakings , recogn iza nce s and other contracts of indemnity and writ in gs obligatory in the nature thereof, issued in the course
of its bus in ess and to bind the Company thereby , in an amo unt not to exceed $50,000,000.
This Power of Attorney i s granted and is signed and sea led by facsimile under and by the aut hor ity of the fo ll owing Resolution adopted by the Board of Directors of
PHILAD ELPHIA I NDEMN ITY INS U RANCE COMPANY on the 14th of November 20 16.
RESOLVED:
FURTHER
RESOLVED:
That the Board of Directors hereb y aut horizes the President or any Vice Pre si dent of the
Company : (I) Appoint Attorney(s) in Fact and authorize the Attorney(s) in Fact to execute
on beh alf of the Company bonds and undertakings , contracts of indemnity and other
writings ob ligatory in the nature thereof and to attach the sea l of the Company thereto ; and
(2) to remove , at any time, any such Attorney-in-Fact and revoke the aut hority given . And ,
be it
That the signature s of such officers and the sea l of the Compa ny may be affixed to any
such Power of Attorney or certificate relating thereto by facsim ile, and any such Power of
Attorney so executed and cert i fied by facsim ile signatures and facsimile sea l sha ll be valid
and binding upon the Company in the future with respect to any bond or undertaking to
which it is attached .
IN TESTIMONY WHEREOF , PHILADELPHIA INDEMNITY I NSURANCE COMPANY HAS CAUSED TH IS INSTRUMENT TO BE SIGNED AND ITS
CORPORATE SEAL TO B E AFFIXED BY ITS AUTHORIZED OFF ICE THIS 5TH DAY OF OCTOBER 2024 .
(Seal)
Philadelphia Indemni ty In surance Compa ny
On thi s 5th day of October, 2024 befo re me came the individual who executed the preceding instrument, to me perso nall y known , and be in g by me duly sworn sa id that
he is the therein described and authori ze d officer of the PHILADELPHIA INDEMNITY INSllR-\NCE COMPANY ; that the sea l affixed to sa id instrument is the
Corporate sea l of said Company ; that the said Corporate Sea l and hi s signature were dul y affixed.
Commo11wt1 lth of PeMtylvanlt -N011ry Seal
Vanessa Mckenzie . Notary Public
o,11w1re County
My eommlsal011 expi res Novembe r 3, 2028
Commission number 136639•
Notary Publi c:
residing at:
M y comm iss ion expires :
Linwood, PA
November 3, 2028
I, Edward Sayago , Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY , do hereb y certify that the foregoing re solution of the Board of
Directors and the Power of Attorney issued pursuant thereto on the 5'h day October 2024 are true and correct and are still in rull Force and etlect. I do furt her certil'y t11at
John Glomb, who executed the Power of Attorney as President , was on the date of execution of the attached Power of Attorney the dul y elected President of
PHILADELPHIA INDEMNITY INSURANCE CO MPANY .
In Testimony Whereof I hav e sub scribed my name and affixed the facsimi l e seal of eac h Company this~ day of December
Edward Sayago , Corporate Secretary
PHILADELPHIA INDEMNITY INSURANCE COMPANY
CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who sign ed the document to
which thi s certificate is attached, and not the truthfuln ess, accuracy, or validity of that document.
State of California
County of Los Angeles
On 12/04/2025 before me, R. M. Friedik , Notary Public,
(Here insert name and title of the officer)
personally appeared Esteban Flores ----------------------------------------------
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to
the within instrument and acknowledged to me that he /she/they executed the same in his/her/their authorized
capacity(ies), and that by his /her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
······••( R. M. FRIEDIK r
Notary Public • California
Ventura County
Commission II 2387569
My Comm. Expires Dec 19, 2025
(Notary Seal)
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
Bond No . CE 11729000109
(Title or de scription of attached document)
N/A
(Title or description of attached document continued)
Number of Pages four Document Date 12/04/2025
NIA
(Additional information)
CAPACITY CLAIMED BY THE SIGNER
D Individual (s) D Corporate Officer
(Title) D Partner(s)
0 Attorney-in-Fact D Trustee(s) D Other ____________ _
INSTRUCTIONS FOR COMPLETING THIS FORM
Any acknowledgment completed in Ca lifornia must contain verbiage exac tly as
appears above in the notary section or a separate acknow ledgment fo rm mu st be
properly co mpleted and attached to that document. The on ly exception is if a
document is to be recorded outs ide of California. In such instances , any alternative
acknowledgment verbiage as may be printed on such a document so long as the
verbiage doe s not require the nota,y to do something that is illega l for a notary in
Ca lifornia (i.e. certifying th e authori=ed capacity of the signer). Pl ease check th e
document carefully for proper notarial wording and attach this form if required.
• State and County in formation must be the State and Co unty where the document
s igner(s) personally appeared before the notary public for acknowledgment.
• Date of not ari zation must be the date that the signer(s) personally appeared which
must also be the same date the acknowledgment is completed.
• The not ary public must print his or her name as it appears within his or her
commission followed by a comma and then your title (notary public).
• Print the name(s) of document signer(s) who personally appear at the time of
notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/they, is /are) or circl in g the correct form s. Failure to correctly indicate this
informa tion may lead to rejection o f doc ume nt recording .
• The notary sea l impression must be clear and photographically reproducible.
Impression must not cover text or lines. If sea l imp ression smudges, re-seal if a
sufficient area permits, otherwise complete a different acknow ledgment fonn.
• Signature of the notary public must match the signature on file with the office of
the county clerk.
Additional information is not required but cou ld help to ensure this
acknowledgment is not misused or attached to a different document.
Indicate title or type of attached document, number of pages and date.
Indicate the capacity claimed by the s igne r. If the claimed capacity is a
corporate officer, indicate the title (i.e . CEO , CFO, Secretary).
• Securely attach this document to the signed document
C 20 04-2015 ProLink Signi ng Service, In c. -All Rights Reserved www.TheProLink.com -Nationwide Notary Service
SECTION 00 62 14
PAYMENT BOND
00 62 14 - I
PAYMENT BOND
Page I of3
Bond No. CE11729000109 2
3
4
5
6
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL BY THESE PRESENTS:
7
8
9
That we, CONCRETE & STEEL STRUCTURES. LLC
"Principal" herein, and PHILADELPHIA INDEMNITY INSURANCE COMPANY
known as
' a
10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
12 Developer JIN QIANG JIANG /REDEMPTION INVESTMENT LLC), authorized to do business in Texas
13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal
sum of FIFTEEN THOUSAND THREE HUNDRED & 00/100 Dollars 14
15 ($ ___ 1_5._3_0_0_.0_0 ____ ), lawful money of the United States, to be paid in Fort Worth,
16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the
17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
18 successors and assigns, jointly and severally, firmly by these presents:
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth, by and through a Community Facilities
21 Agreement, CF A Number CFA25-0127 ;and
22 WHEREAS, Principal ha s entered into a certain written Contract with Developer,
23 awarded the 8th day of JULY , 20_1,L, which Contract is hereby
24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
25 materials , equipment, labor and other accessories as defined by law, in the prosecution of the
26 Work as provided for in said Contract and designated as RESTAURANT & RETAIL DEVELOPMENT.
27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
3 I force and effect.
CITY OF FORT WORTH
STANDARD C ITY CONDIT IO NS -DEVELOPER AWARDED PROJECTS
Revi sed January 31 , 2012
RESTAUTANT & RETAIL DEVELOPMENT
106367
006214-2
PAYM ENT BOND
Page 2 o f3
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended , and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 4th day of
6
7
8
__ D_e_c_e_m_be_r ___ ,202..§__
ATTEST:
(Principal) Secretary
Witness as to Principal
ATTEST:
(Surety) Secretary
Witn ss as to Surety -----
R. M. Friedik
PRINCIPAL:
CONCRETE & STEEL STRUCTURES , LLC
BY: -------------Signature
Name and Title
Address: 325 NW SUMMERCREST BLVD
BURLESON , TX 76028
SURETY:
PHILADELPHIA INDEMNITY INSURANCE COMPANY
c">r BY: .
Signatu~e
ESTEBAN FLORES, ATTORNEY-IN-FACT
Name and Title
Address: ONE BALA PLAZA , SUITE 100
BALA CYNWYD , PA 19004
Telephone Number: 800-873-4552
9 Note: If s igned by an officer of the Surety , there must be on file a certified extract from the
1 O bylaws showing that this person has authority to sign such obligation. If Surety 's physical
11 address is different from its mailing address , both must be provided .
12
13 The date of the bond shall not be prior to the date the Contract is awarded.
14 END OF SECTION
.-,;;~•,.,,~y
'· :\.
\
,..,.,
,j ,~~-·
-f> ..... ,. I
CITY OF FO RT WO RT H
STAN DARD CITY CO NDITION S -DEV ELO PER A WARD ED PR OJEC TS
Rev ise d Janu ary 3 1, 20 12
RESTAUTANT & RETAIL DEVELOPMENT
106367
April Meza President
C ITY OF FORT WORTH
STANDARD C ITY CONDITIO NS -DEVELOPER A WARDED PRO JECTS
Revised January 3 I, 20 12
00 62 14 -3
PAYM ENT BOND
Page 3 of3
RESTAUTANT & RETAIL DEVELOPMENT
106367
Bond# CE11729000109 PHILADELPHIA INDEMNITY INSURANCE COMPANY
One Bala Pl aza, Suite I 00
Bala Cynwyd , PA 19004 -0950
Power of Attorney
KNOW ALL PERSONS BY THESE PRESENTS : That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and
existing under the laws of the Commonwealth of' Penn sy lvania , does hereby constitute and appoint Michael D. Lapre. Phillip Simons, Brad Bullerdieck, Bernardo C .
Scorza Gaspa r, Matt Bocklage. Brian D . Russell Jr ., Robert J. Wolf, Blake Oliver, Artyce John so n, Mark Karr, Esteban Flores. R. M . Friedik, J.C. Shively, Belinda
Johnson. Michael Simons. Michelle L . Eldridge an d Lauren Casey Alexander ofNFP Property & Casualty Services. Inc . it s true and lawful Attorney-in-fact with full
authority to execute on its behalf bonds , undertak i ngs , recognizance s and other contracts of indemnity and writings obligatory in the nature thereof, iss ued in the co urse
of its business and to bind the Company thereby , i n an amount not to exceed $50,000,000.
This Power of Attorney is granted and is sig ned and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of
PHILADELPHIA INDEMN ITY INSURANCE COMPANY on the 14 th of November 2016.
RESOLVED:
FURTHER
RESOLVED:
That the Board of Directors hereby au thori zes the President or any Vice President or the
Company : (I) Appoint Attorney(s) in Fact and authorize the Attorney(s) in Fact to execute
on behalf of the Company bonds and undertaki ngs , contracts of indem nity and other
writings obligatory in the nature thereof and to attach the seal of the Company thereto ; and
(2) to remove , at any time, any such Attorney-in-Fact and revoke the authority given. And ,
be it
That the signatures of such officers and the seal of the Company may be affixed to any
such Power of Attorney or certificate relating thereto by facsimile, and any such Power of
Attorney so executed and certified by facsimile signature s and facsimile seal shall be valid
and binding upon the Company in the future with respect to any bond or undertaking to
which it is attached.
IN TESTIMONY WHEREOF, PHILADELPH IA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUM ENT TO BE SIGNED AND ITS
CORPO RATE SEAL TO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 5TH DAY OF OCTOBER 2024 .
---""·:·····;',"'"•·o,,,,,,,,,,.,
/v-... .-\ ! '. i92i'
\:.;. .
(Sea l ) \ <~ ...... .. ,. .. :.: ... -···· ..
Philadelphia Indemnity In sura nce Company
On this 5th day of October, 2024 before me came the individual who executed the preceding instrument, to me personall y known , and being by me duly sworn sa id that
he is th e therein described and au thori zed of'ficer of' the PHILADELPHIA INDEMNITY INSURANCE COMPANY ; that th e sea l affixed to sa id in strument is the
Corporate sea l of sa id Comp any ; that the said Co rporate Seal and his signature were duly affixed.
Co111moi,w111t~ or Pennsytvanlt • Notary Sllal
Venessa Mckenzie . Notary Public
D1t1wart County
My tommlsal011 expires Nove111ber 3. 2028
Commission number 1366394
Notary Pub! ic :
residing at :
My commission expires :
Linwood, PA
November 3, 2028
I, Edwa rd Sayago . Corpo rate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereb y certify that the foregoing re so lution of the Board of
Directors and tile t>ower or Attorney iss uc:u pursuant tllt:reto on tile 5"' day Oc tober 2024 are true and correct and are still in full tbrce and etTecl. t do ti.tnher cer11 ty that
John Glomb, who exec uted the Power of Attorney as Pre sident, was on the date of execution of the attac hed Power of Attorney the dul y elected Presid ent of
PHILADELPHIA INDEMNITY INS URANCE CO MPANY .
In Testimony Whereof I have sub scribed my name and affixed the facsimile seal of each Company this~ day of December
., Y ••:•r••~•,,, .'\ Edward Sayago , Corporate Secretary
PHILADELPHIA INDEMNITY INSURANCE COMPANY ----
CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to
which this certificate is attached, and not the truthfulness , accuracy, or validity of that document.
State of California
County of Los Angeles
On 12/04/2025 before me, R. M. Friedik , Notary Public,
(Here in se rt name and title of the officer)
personally appeared _E_s_te_ba_n_F_lo_r_e_s _________________________ _
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to
the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
Signature ofNota (Notary Seal)
········~ R. M. FRIEDIK
Notary Public -California z
Ventura County
Commission II 2387569 -
y Comm. Expires Dec 19 , 2025
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE A TT ACHED DOCUMENT
Bond No. CE11729000109
(T itle or description of attached document)
N/A
(Title or description of attached document continued)
Number of Pages four Document Date 12/04/2025
N/A
(Additional information)
CAP A CITY CLAIMED BY THE SIGNER
D Individual (s) D Corporate Officer
(Title)
D Partner(s)
0 Attorney-in-Fact
D Trustee(s)
D Other ____________ _
INSTRUCTIONS FOR COMPLETING THIS FORM
Any acknowledgmen t completed in Ca lifornia must contain verbiage exac tly as
appears above in the nota,y section or a separate acknowledgment form must be
properly completed and al/ached to that documen t. The only excep tion is if a
document is to be recorded outside of California. In such instances, any alternative
acknowledgment verbiage as may be printed on such a document so long as th e
verbiage does not require th e notary to do something that is illega l for a nota,y in
Ca lifornia (i.e. ce rtifying th e authori=ed capacity of the signer). Please check th e
document careji,lly for proper notarial wording and al/ach this form if required.
• State and County information must be the State and County where the document
signer(s) personally appeared before the notary public for acknowledgment.
• Date of notarization mu st be the date that the signer(s) personally appeared which
must also be the same date the acknowledgment is completed.
• The nota1y public mu st print his or her name as it appears within his or her
commission followed by a comma and then your title (notary public).
• Print the name(s) of document s igner(s) who perso nally a ppear at the time of
notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/~ is /are) or circling the correct forms. Failure to correct ly indicate this
informatio n m ay lead to rejection of document recordin g .
• The notary seal impression must be clear and photographically reproducible.
Impression must not cover text or lines. If seal impression smudges, re-seal if a
sufficient area permits, otherwise complete a different acknowledgment form.
• Signature of the notary public must match the signature on file with the office of
the county clerk .
Additional information is not required but could help to ensure this
acknowledgment is not misused or attached to a different document.
Indicate title or type of attached document, number of pages and date.
Indicate the capacity claimed by the signer. If the claimed capacity is a
corporate officer, indicate the title (i.e. CEO, CFO, Secretary).
• Securel y attach this document to the sig ned document
C 2004 -20 15 Pro Link Signing Service , Inc. -All Rights Reserved www.ThcProLink.com -Nationwide Notary Service
006219-1
MAfNTENANCE BOND
Page 1 of3
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SECTION 00 62 19
MAINTENANCE BOND Bond No. CE11729000109
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
KNOW ALL BY THESE PRESENTS:
8
9
That we CONCRETE & STEEL STRUCTURES. LLC
"Principal" herein and PHILADELPHIA INDEMNITY INSURANCE COMPANY
, known as
, a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, JIN OIANG JIANG
12 <REDEMPTION INVESTMENT LLC> authorized to do business in Texas ("Developer") and the City of Fort
13 Worth , a Texas municipal corporation ("City "), in the sum
14 of FIFTEEN THOUSAND THREE HUNDRED & 00/100 Dollars ($ ___ 1_5_,3_0_0_. o_o ___ ____,),
15 lawful money of the United States , to be paid in Fort Worth, Tarrant County , Texas, for payment
16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and
17 their successors , we bind ourselves, our heirs, executors , administrators, successors and assigns ,
18 jointly and severally, firmly by these presents.
19
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 community facilities in the City of Fort Worth by and through a Community Facilities
22 Agreement, CFA Number CFA25-0127 ;and
23 WHEREAS, the Principal has entered into a certain written contract with the Developer
24 awarded the~ day of JULY 202§_, which Contract is
25 her e by referred to and a made part hereof for all purpo ses as if fully set forth herein, to furnish all
26 materials, equipment labor and other accessories as defined by law, in the prosecution of the
27 Work , including any Work resulting from a duly authorized Change Order (collectively herein,
28 the "Work") as provided for in said Contract and designated as REST AU RANT & RET AIL DE VELOPMENT ; and
29
30 WHEREAS , Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans , specifications and Contract Documents that the Work is and will
32 remain free from defects in materials or workmanship for and during the period of two (2) years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
34
C ITY OF FORT WORTH
STAN DARD C ITY C O NDITIONS -DEV ELOP ER AWARDED PROJ EC TS
Rev ised Janu ary 3 1, 2012
RESTAUTANT & RETAIL DEVELOPMENT
106367
00 62 19 • 2
MAINTENANCE BOND
Page 2 of3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City , then this obligation sha ll become null and void; otherwise to
8 remain in full force and effect.
9
IO PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 succes sive recoveries may be had hereon for successive breaches.
21
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS
Revi sed January 31 , 20 I 2
RESTAUTANT & RETAIL DEVELOPMENT
106367
00 62 19 -3
MAINTENANCE BOND
Page 3 of3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 4th day of December
3 -------~20~
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PRINCIPAL:
CONCRETE & STEEL STRUCTURES, LLC
BY : ____________ _
Signature
11 ATTEST:
12
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14 (Principal) Secretary Name and Title
15
16 Address: 325 NW SUMMERCREST BLVD
17 BURLESON, TX 76028
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Witness as to Principal
ATTEST:
(Sure~y) Secretary /' J-
' r:J W1tn ~---
R. M. Friedik
SURETY:
PHILADELPHIA INDEMNITY INSURANCE COMPANY
Signature
ESTEBAN FLORES , ATTORNEY-IN-FACT
Name and Title
Address: ONE BALA PLAZA, SUITE 100
BALA CYNWYD , PA 19004
Telephone Number: 800-873-4552
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety 's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
.....
CITY OF FORT WORTH
STANDARD CITY COND ITI ONS -DEVELOPER AWARDED PR OJECTS
Revi sed January 31 , 2012
RESTAUTANT & RETAIL DEVELOPMENT
106367
April Meza President
Bond# CE11729000109 PHILADELPHIA INDEMNITY INSURANCE COMPANY
One Bala Plaza , Suite I 00
Bala Cynwyd, PA 19004-0950
Power of Attorney
KNOW ALL PERSONS BY THESE PRESENTS : That PI-IILAD EL PI-IIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and
existing under th e laws of'the Commonwealth of Pennsy l vania , does hereby constitute and appoint Michael D. Lapre . Phillip Simo ns. Brad Bullerdieck, Bernardo C.
Scorza Gaspar. Matt Bocklage . Brian D . Ru ssell Jr .. Robert J. Wolf. Blake Oliver. Artyce Johnson , Mark Karr. Esteban Flores. R. M . Friedik . J.C. Shively. Belinda
Johnson, Michael Simons. Michelle L . Eldrid ge and Lauren Casey A le xa nder ofNFP Property & Casua lty Services, Inc. it s true and l awfu l Attorney-in-fact with fu ll
aut hority to execute on its behalf bo nd s, undertakings , recognizances and ot her contracts of indemnity and writings ob ligatory in the nature thereof, issue d in the course
of its business and to bind the Compa ny thereby , in an amount not to exceed $50,000,000.
This Power of Attorney is gra nt ed and is sig ned and scaled by facsimile under and by the authority of the fo ll owing Resolution adopted by the Board of Directors of
PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14th of November 2016.
RESOLVED:
FURTHER
RESOLVED:
That the Board of Directors hereb y authorizes the President or any Vice President of th e
Company : (I ) Appoint Atlorney(s) in Fact and authorize the Attorney(s) in Fact to execute
on behalf of the Company bonds and undertakings, contracts of indemnity and other
writings obligatory in the nat ure thereof and lo attac h the sea l of the Company thereto ; and
(2) to remove , at any time , any such Attorney-in -Fact and revoke the authori ty give n. And ,
be it
That the si gnatures of such officers and the seal of the Company may be affixed to any
such Power of Atto rn ey or certificate relating thereto by facs imil e, and any suc h Power of
Attorney so executed and certified by facsimile signatures and fac simile seal shall be va lid
and binding upon the Company in the future with respect to an y bond or undertaking to
which it is attac hed.
IN TESTIMONY WHEREOF , PHILADELPHIA INDEMNITY INS URANCE COMPANY HAS CAUSED THIS INSTR UMENT TO BE SIGNED AND ITS
CORPORATE SEAL TO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 5TH DAY OF OCTOBER 2024 .
(Seal)
Philadelphia Indemni ty In suranc e Co mp any
On this 5th day of October, 2024 befo re me came lhe individual who executed the preceding instrument, to me perso nally known , and being by me duly sworn said that
he is the therein de sc ribed and authorized of'fice r of the PI-IILADELPHIA INDEMNITY I SURAN CE COMPANY; that the seal affixed to sa id instrument is the
Corporate seal of said Compa ny ; that the said Corpora te Sea l and his signatu re were dul y affixed .
Co111mo"w11 1t~ It PeMsy!vani. -Not•ry Stal
Vanessa Mckenzie . Notary Public
D,tawm County
My commlsal011 uplres Novel!lber 3, 2028
Commiulon number 136639~
Notary Public :
resid in g at:
M y commiss io n exp ires:
Linwood , PA
November 3, 2028
I, Edward Sayago, Corporate Secretary of PHILADELPHIA I NDEMN ITY INS URANCE COMPANY, do hereby ce rtify that th e foregoing re solution of the Board of
Din,ctors and the Power uf Attorney issued pursuarn l11<:reto on the 5''' <lay Oc tob er 2024 are true and correct and are still in full tbrce and effect. I do t\Jrther certify that
John Glomb, who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of
PHILADELPHIA I NDEMN ITY INSURANCE COMPANY .
In Te stimony Whereof I have sub scribed my name and affixed the facsimile sea l of eac h Company this~ day of December
,, ..... ,•''\;~
.,·' /T
192? Edward Sayago , Corpo rate Secretary
PHILADELPHIA INDEMNITY INSURAN CE COMPANY
CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT
A notary public or o th er o ffi ce r co mpleting thi s ce rtifi ca te verifi es o nl y th e id entity of th e individu al wh o sign ed th e docum ent to
whi ch this certific at e is att ac hed , and n o t the truthfuln ess , acc uracy , or va lid ity of th at d oc um ent.
State of California
County of Los Angeles
On 12/04/2025 before me , R. M. Friedik , Notary Public ,
(H ere in sert nam e and titl e of th e offic er)
personally appeared _E_s_t_e_b_a_n_F_l_o_re_s __________________________ _
who prove d to me on the basis of satisfactory evidence to be the person(s) whose nam e(s) is /are subscribed to
the within instrument and acknowledged to me that he /she/th ey executed the same in his /her/their authorized
capacity(ies), and that by his /her/their signature(s) on the instrument the person(s), or the entity upon behal f of
which th e person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
(Notary Sea l)
R. M. FRl ED IK
Notary Pub lic -Ca li fo rni a
Vent ura Cou nty
Com mission /I 238 7569
My Com m. Expir es De c 19, 2025
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION O F TH E ATTACHED DOCUM ENT
Bond No . CE11729000109
(Titl e or desc ri pt ion of attach ed docum e nt)
N/A
(T itl e or descript ion of attac hed doc um ent co ntinued)
Numb er of Pag es four Document Date 12/04/2025
N/A
(A dditi onal in fo rm ati on)
CAPAC IT Y CLA IMED BY THE SIGNER
D Individual (s) D Corporate Offi c er
(T itle)
D Partner(s)
12] Attorney-in-F act
D Tru stee(s)
D Othe r ____________ _
INSTRUCTIONS FOR COMPLETING THIS FORM
Any ac kn ow ledgment co mpleted in Ca liforni a must co ntain verbiage exac tly as
appea rs above in th e notary sec ti on or a separate acknow ledgment form must be
properly co mpleted and al/ac hed to th at doc um en t. Th e only excep ti on is if a
doc um ent is to be reco rde d out side of Ca lifornia. In such ins tances, any alternati ve
ackn ow ledgment ve rbiage as may be print ed on such a doc um ent so long as th e
verbiage does not require th e notary to do so methin g th at is illegal fo r a nota1y in
California (i.e. ce rtifyin g th e auth ori=ed capac ity of th e signe,). Pl ease check th e
doc um ent ca refu lly fo r proper notarial wo rdin g and auac h th is form if required.
• State and Coun ty in fo rm ati on mu st be th e State and Coun ty where th e doc um ent
s igner(s) pe rsona ll y ap peare d before th e notary pub li c fo r acknowl edgment.
• Date of nota ri za ti on mu st be the dat e th at th e signer(s) personall y a pp ea red whi ch
mu st also be the sa me date th e ac kn owled gment is co mpl eted .
• Th e notary publi c mu st print hi s or her name as it appe ars within hi s or her
co mm iss ion fo ll owed by a co mm a and th en yo ur titl e (notary publi c).
• Print the name(s) of doc um ent s igner(s) who pe rso nall y app ea r at th e ti me of
notari zat ion.
• Indi cate th e correct s in gular or plu ra l fo rm s by cross in g off in co rr ect fo rm s (i.e .
he/she/they, is /Me ) or circ lin g th e correct fo rm s. Failure to correc tl y indi ca te thi s
info nna ti o n m ay lead to rej ecti o n of d ocume nt record ing .
• The notary sea l imp ressio n mu st be cle ar and ph otog raphic all y repro du c ibl e.
Impress ion mu st not cove r tex t or lin es. If seal impress ion smud ges, re-seal if a
s uffic ie nt area pe rmits, oth erw ise co mpl ete a different ac kn ow ledgment fo rm .
• Si gnatu re of th e notary publi c must match th e s ignature on fil e with th e office of
th e co un ty cle rk .
Add ition a l in fo rm ation is not re quired bu t could help to ensure thi s
ac kn ow led gment is not mi sused or attach ed to a different document.
Indicate title or type of attached document, numb er of pages and date.
Indi cate th e ca pac ity cl a im ed by the s ign er. If th e claimed ca pac ity is a
corp orate offi ce r, indi cate th e titl e (i.e. CEO, CFO , Sec retary).
• Secu re ly attac h thi s doc um ent to th e signed doc um ent
C 2004-201 5 ProLi nk Signing Service, Inc. - All Rig hts Rese rved www.ThePro Li nk.com -Natio nwide No tary Service
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
STANDAR D GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Ter ms............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 6
Article 2 – Preliminar y Matters ......................................................................................................................... 7
2.01 Copies of Document s .................................................................................................................... 7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work .......................................................................................................................... 8
2.04 Befor e Starting Constructio n ........................................................................................................ 8
2.05 Preconstructio n Conference .......................................................................................................... 8
2.06 Public Meeting .............................................................................................................................. 8
2.07 Initia l Acceptance of Schedules.................................................................................................... 8
Article 3 – Contract Documents: Intent , Amending, Reuse ............................................................................ 8
3.01 Intent.............................................................................................................................................. 8
3.02 Reference Standards...................................................................................................................... 9
3.03 Reporting and Resolving Discrepancies....................................................................................... 9
3.04 Amending and Supplementing Contract Document s ................................................................. 10
3.05 Reuse of Document s ................................................................................................................... 10
3.06 Electronic Dat a............................................................................................................................ 11
Article 4 – Availabilit y o f Lands; Subsurface and Physica l Conditions; Hazardous Environmental
Conditions ; Reference Point s........................................................................................................... 11
4.01 Availabilit y of Lands .................................................................................................................. 11
4.02 Subsurface and Physica l Conditions .......................................................................................... 12
4.03 Differing Subsurface or Physica l Conditions ............................................................................. 12
4.04 Underground Facilitie s ............................................................................................................... 13
4.05 Reference Point s ......................................................................................................................... 14
4.06 Hazardous Environ menta l Conditio n at Sit e .............................................................................. 14
Article 5 – Bond s and Insurance ..................................................................................................................... 16
5.01 Licensed Suretie s and Insurer s ................................................................................................... 16
5.02 Perfor mance, Payment , and Maintenance Bond s....................................................................... 16
5.03 Certificates of Insurance ............................................................................................................. 16
5.04 Contractor’s Insurance ................................................................................................................ 18
5.05 Acceptance of Bond s and Insurance; Optio n to Replace ........................................................... 19
Article 6 – Contractor’s Responsibilitie s ........................................................................................................ 19
6.01 Supervisio n and Superintendence............................................................................................... 19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
6.02 Labor; Working Hours ................................................................................................................ 20
6.03 Services, Materials, and Equipment ........................................................................................... 20
6.04 Project Schedule.......................................................................................................................... 21
6.05 Substitut es and “Or-Equals” ....................................................................................................... 21
6.06 Concerning Subcontractors, Suppliers, and Others.................................................................... 24
6.07 Wage Rates.................................................................................................................................. 25
6.08 Patent Fees and Royaltie s ........................................................................................................... 26
6.09 Per mit s and Utilitie s .................................................................................................................... 27
6.10 Laws and Regulations ................................................................................................................. 27
6.11 Taxes ........................................................................................................................................... 28
6.12 Use of Sit e and Othe r Areas ....................................................................................................... 28
6.13 Recor d Docu ment s ...................................................................................................................... 29
6.14 Safet y and Protectio n .................................................................................................................. 29
6.15 Safet y Representative.................................................................................................................. 30
6.16 Hazard Co mmunicatio n Programs ............................................................................................. 30
6.17 Emergencies and/o r Rectificatio n............................................................................................... 30
6.18 Submittals .................................................................................................................................... 31
6.19 Continuing the Work................................................................................................................... 32
6.20 Contractor’s General Warrant y and Guarantee .......................................................................... 32
6.21 Indemnificatio n ......................................................................................................................... 33
6.22 Delegation of Professional Design Services .............................................................................. 34
6.23 Right to Audit.............................................................................................................................. 34
6.24 Nondiscriminatio n....................................................................................................................... 35
Article 7 – Other Work at the Sit e................................................................................................................... 35
7.01 Related Work at Sit e ................................................................................................................... 35
7.02 Coordination................................................................................................................................ 36
Article 8 – City’s Responsibilities................................................................................................................... 36
8.01 Co mmunications to Contractor ................................................................................................... 36
8.02 Furnis h Dat a ................................................................................................................................ 36
8.03 Pay Whe n Due ............................................................................................................................ 36
8.04 Lands and Ease ments; Report s and Test s................................................................................... 36
8.05 Change Order s............................................................................................................................. 36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on Cit y’s Responsibilitie s ....................................................................................... 37
8.08 Undisclose d Hazardous Environ mental Conditio n .................................................................... 37
8.09 Co mplianc e wit h Safet y Program............................................................................................... 37
Article 9 – City’s Observatio n Statu s During Constructio n ........................................................................... 37
9.01 City’s Projec t Manager ……...................................................................................................... 37
9.02 Visit s to Sit e ................................................................................................................................ 37
9.03 Authorized Variations in Work .................................................................................................. 38
9.04 Rejecting Defective Work .......................................................................................................... 38
9.05 Determinations fo r Work Perfor med .......................................................................................... 38
9.06 Decisions on Require ment s of Contract Document s and Acceptabilit y of Work ..................... 38
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
Article 10 – Changes in the Work; Claims; Extr a Work ................................................................................ 38
10.01 Authorize d Changes in the Work ............................................................................................... 38
10.02 Unauthorized Changes in the Work ........................................................................................... 39
10.03 Executio n of Change Order s....................................................................................................... 39
10.04 Extr a Work .................................................................................................................................. 39
10.05 Notificatio n to Suret y.................................................................................................................. 39
10.06 Contract Claims Process ............................................................................................................. 40
Article 11 – Cost of the Work; Allowances; Unit Price Work; Plans Quantit y Measurement...................... 41
11.01 Cost of the Work ......................................................................................................................... 41
11.02 Allowances .................................................................................................................................. 43
11.03 Unit Pric e Work .......................................................................................................................... 44
11.04 Plans Quantit y Measurement ...................................................................................................... 45
Article 12 – Change of Contract Price ; Change of Contract Time................................................................. 46
12.01 Change of Contract Pric e ............................................................................................................ 46
12.02 Change of Contract Time............................................................................................................ 47
12.03 Delays .......................................................................................................................................... 47
Article 13 – Test s and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48
13.01 Notice of Defects ........................................................................................................................ 48
13.02 Access to Work ........................................................................................................................... 48
13.03 Test s and Inspections .................................................................................................................. 48
13.04 Uncovering Work........................................................................................................................ 49
13.05 Cit y May Stop the Work ............................................................................................................. 49
13.06 Correctio n or Removal of Defective Work ................................................................................ 50
13.07 Correctio n Perio d ........................................................................................................................ 50
13.08 Acceptance of Defective Work................................................................................................... 51
13.09 Cit y Ma y Correct Defective Work ............................................................................................. 51
Article 14 – Payment s to Contractor and Co mpletio n .................................................................................... 52
14.01 Schedule of Values...................................................................................................................... 52
14.02 Progress Payment s ...................................................................................................................... 52
14.03 Contractor’s Warrant y of Title ................................................................................................... 54
14.04 Partia l Utilizatio n ........................................................................................................................ 55
14.05 Fina l Inspectio n ........................................................................................................................... 55
14.06 Final Acceptance......................................................................................................................... 55
14.07 Final Payment.............................................................................................................................. 56
14.08 Final Co mpletio n Delayed and Partia l Retainage Release ........................................................ 56
14.09 Waiver of Clai ms ........................................................................................................................ 57
Article 15 – Suspension of Work and Terminatio n ........................................................................................ 57
15.01 Cit y May Suspend Work............................................................................................................. 57
15.02 Cit y Ma y Terminat e fo r Cause ................................................................................................... 58
15.03 Cit y Ma y Terminat e Fo r Convenience ....................................................................................... 60
Article 16 – Disput e Resolutio n ...................................................................................................................... 61
16.01 Method s and Procedures ............................................................................................................. 61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
Article 17 – Miscellaneous .............................................................................................................................. 62
17.01 Giving Notic e .............................................................................................................................. 62
17.02 Co mputation of Times ................................................................................................................ 62
17.03 Cumulative Re medie s ................................................................................................................. 62
17.04 Surviva l o f Obligations ............................................................................................................... 63
17.05 Headings ...................................................................................................................................... 63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
00 72 00 - 1
GENERAL CONDITIONS
Page 1 of 63
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Docu ments, the terms listed belo w
have the meanings indicated whic h are applicable to bot h the singular and plural thereof, and
words denoting gender shall include the masculine, fe minine and neuter. Said terms are generally
capitalized or written in italics, but no t always. When used in a context consistent with the
definitio n of a listed-defined term, the term shall have a meaning as defined belo w whether
capitalized or italicized or otherwise. In additio n to terms specifically defined, terms wit h initial
capital letters in the Contract Document s include references to identified articles and paragraphs,
and the titles of other document s or forms.
1. Addenda—Written or graphic instrument s issued prior to the opening of Bids whic h clarify,
correct, or change the Bidding Requirement s or the proposed Contract Documents.
2. Agreement—The written instrument whic h is evidence of the agreement between Cit y and
Contracto r covering the Work.
3. Application for Payment—The for m acceptable to Cit y which is to be used by Contractor
during the course of the Work in requesting progress or fina l payment s and whic h is to be
acco mpanied by such supporting documentation as is required by the Contract Docu ments.
4. Asbestos—An y material that contains more than one percent asbesto s and is friable or is
releasing asbestos fiber s into the air above current actio n levels established by the United States
Occupational Safety and Health Ad ministration.
5. Award – Authorizatio n by the Cit y Council fo r the Cit y to enter int o an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed for m setting fort h the
prices fo r the Work to be perfor med.
7. Bidder—The individual or entit y who submit s a Bid directly to City.
8. Bidding Documents—The Bidding Requirement s and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements—The advertisement or Invitatio n to Bid, Instructions to Bidders, Bid
security of acceptable for m, if any, and the Bid Form wit h any supplements.
10. Business Day – A business day is defined as a day that the Cit y conduct s normal business,
generally Monday throug h Friday, except fo r federal or stat e holidays observed by the City.
11. Calendar Day – A day consisting of 24 hours measured fro m midnight to the next midnight.
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12. Change Order—A document , which is prepared and approved by the City, whic h is signed
by Contractor and Cit y and authorizes an addition, deletion, or revisio n in the Work or an
adjust ment in the Contract Pric e or the Cont ract Time, issued on or after the Effective Date
of the Agreement.
13. City— The Cit y of For t Worth, Texas, a ho me-rule municipal corporation, authorized and
chartered under the Texas Stat e Statutes, acting by it s governing body through it s City
Manager, his designee, or agent s authorized under his behalf, each of whic h is required by
Charter to perform specific duties wit h responsibilit y fo r fina l enforcement of the contracts
involving the Cit y of Fort Wort h is by Charter vested in the Cit y Manager and is the entity
wit h who m Contracto r has entere d int o the Agree ment and for who m the Work is to be
perfor med.
14. City Attorney – The officially appointed Cit y Attorney of the Cit y of Fort Worth, Texas, or
his duly authorized representative.
15. City Council - The duly elected and qualified governing body of the Cit y of Fort Worth,
Texas.
16. City Manager – The officiall y appointed and authorized Cit y Manager of the Cit y of Fort
Worth, Texas, or his duly authorized representative.
17. Contract Claim—A demand or assertion by Cit y or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relie f wit h respect to the terms of the
Contract. A demand fo r money or services by a thir d part y is not a Contract Claim.
18. Contract—The entir e and integrated written document between the Cit y and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Document s and
supersedes prio r negotiations, representations, or agreements, whether writte n or oral.
19. Contract Documents—Those items so designated in the Agreement . All ite ms listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the report s and drawings of subsurface and physica l conditions ar e no t Contract Docu ments.
20. Contract Price —The moneys payable by Cit y to Contractor fo r co mpletio n of the Work in
accordance wit h the Contract Docu ment s as state d in the Agreement (subjec t to the provisions
of Paragrap h 11.03 in the case of Unit Pric e Work).
21. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) co mplet e the Work so that it is ready fo r Fina l Acceptance.
22. Contractor—The individual or entit y wit h whom Cit y has entere d int o the Agreement.
23. Cost of the Work—See Paragraph 11.01 of these General Conditions fo r definition.
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24. Damage Claims – A demand fo r money or services arising fro m the Project or Sit e fro m a
thir d party, Cit y or Contractor exclusive of a Contrac t Claim.
25. Day or day – A day, unless otherwis e defined, shall mean a Calendar Day.
26. Director of Aviation – The officiall y appointed Director of the Aviatio n Department of the
Cit y of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
27. Directo r of Parks and Communit y Services – The officiall y appointed Director of the Parks
and Co mmunit y Service s Depart ment of the Cit y of Fort Worth, Texas, or his duly appointed
representative, assistant , or agents.
28. Directo r of Planning and Developmen t – The officially appointed Director of the Planning
and Development Depart ment of the Cit y of Fort Worth, Texas, or his duly appointed
representative, assistant , or agents.
29. Director of Transportation Public Works – The officially appointed Director of the
Transportation Public Works Depart ment of the Cit y of Fort Worth, Texas, or his duly
appointed representative, assistant , or agents.
30. Director of Water Department – The officiall y appointed Directo r of the Water Depart ment
of the Cit y of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
31. Drawings—That part of the Contract Docu ment s prepared or approved by Engineer which
graphically shows the scope, extent , and character of the Work to be perfor med by Contractor .
Submittals are no t Drawing s as so defined.
32. Effective Dat e of the Agreement—The dat e indicate d in the Agreement on whic h it beco mes
effective, but if no such dat e is indicated, it means the dat e on whic h the Agreement is signed
and delivered by the las t of the two partie s to sig n and deliver.
33. Engineer—The licensed professional engineer or engineering fir m registered in the State of
Texas performing professional services fo r the City.
34. Extra Work – Additiona l work made necessary by changes or alterations of the Contract
Document s or of quantities or for other reasons for whic h no prices are provided in the Contract
Documents. Extr a work shall be part of the Work.
35. Field Order — A written order issued by Cit y whic h requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
36. Final Acceptance – The written notice give n by the Cit y to the Contractor that the Work
specified in the Contract Docu ment s has been co mpleted to the satisfactio n of the City.
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37. Final Inspection – Inspectio n carried out by the Cit y to verify that the Contractor has
co mpleted the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance wit h the Contract Documents.
38. General Requirements—Sections of Division 1 of the Contract Documents.
39. Hazardous Environmental Condition—The presence at the Sit e of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantia l danger to persons or property exposed thereto.
40. Hazardous Waste—Hazardous wast e is define d as any solid wast e listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended fro m time to time.
41. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and court s having
jurisdiction.
42. Liens—Charges, securit y interests, or encumbrances upo n Project funds, real property, or
personal property.
43. Major Item – An Item of work included in the Cont ract Document s that has a total cost equal
to or greater than 5% of the origina l Contract Price or $25,000 whichever is less.
44. Milestone—A principa l event specified in the Contract Document s relating to an inter mediate
Contract Time prior to Fina l Acceptance of the Work.
45. Notice of Award —The written notice by Cit y to the Successful Bidder stating that upon
timely co mpliance by the Successful Bidder wit h the conditions precedent listed therein, City
will sig n and deliver the Agreement.
46. Notice to Proceed—A written notice give n by Cit y to Contractor fixing the date on whic h the
Contract Time will commence to run and on whic h Contractor shall start to perform the Work
specified in Contract Documents.
47. PCBs—Polychlorinated biphenyls.
48. Petroleum—Petroleum, including crude oil or any fractio n thereo f whic h is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fue l oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed wit h other non-Hazardous Waste and crude oils.
49. Plans – See definitio n of Drawings.
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50. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duratio n of the activities comprising
the Contractor’s pla n to acco mplis h the Work within the Contract Time.
51. Project —The Work to be performed under the Contract Docu ments.
52. Project Manager—The authorize d representative of the Cit y who will be assigned to the
Site.
53. Publi c Meetin g – An announced meeting conducted by the Cit y to facilitat e public
participatio n and to assist the public in gaining an infor med vie w of the Project.
54. Radioactive Material —Source, special nuclear, or byproduct materia l as defined by the
Ato mic Energy Act of 1954 (42 USC Sectio n 2011 et seq.) as amended fro m time to time.
55. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thr u Frida y (excluding lega l holidays).
56. Samples—Physica l example s of materials , equip ment , or work manship that are
representative of so me portio n of the Work and whic h establis h the standards by whic h such
portio n of the Work will be judged.
57. Schedul e of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirement s to support scheduled perfor mance of related constructio n
activities.
58. Schedul e of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Pric e to variou s portions of the Work and used as the basis fo r reviewing
Contractor’s Applications fo r Payment.
59. Site—Lands or areas indicate d in the Contract Docu ment s as being furnished by Cit y upon
whic h the Work is to be performed, including rights -of-way, per mits , and easement s for access
thereto , and suc h other land s furnished by Cit y whic h are designated fo r the use of Contractor.
60. Specifications—That part of the Contract Document s consisting of written requirement s for
materials, equipment , systems, standards and workmanship as applied to the Work, and certain
administrative requirement s and procedural matters applicable thereto. Specifications may be
specifically made a part of the Contract Document s by attachment or, if no t attached, may be
incorporated by reference as indicated in the Table of Content s (Divisio n 00 00 00) o f each
Project.
61. Subcontractor—An individual or entit y having a direct contract wit h Contractor or wit h any
other Subcontractor fo r the perfor mance of a part of the Work at the Site.
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62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
whic h are specifically prepared or assembled by or for Contractor and submitted by Contracto r
to illustrat e so me portio n of the Work.
63. Substantial Completion – The stage in the progress of the Project when the Work is
sufficiently complete in accordance with the Contract Documents for Final Inspection.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to who m City
makes an Award.
65. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions fro m the Cit y and to act for the Contractor.
66. Supplementary Conditions—That part of the Contract Document s whic h amends or
supplement s these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract wit h Contractor or wit h any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contracto r or Subcontractor.
68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilitie s or attachments, and any encasements
containing such facilities , including but not limit ed to, thos e that convey electricity, gases,
steam, liquid petroleu m products, telephone or othe r co mmunications , cable television,
water, wastewater, stor m water, other liquid s or chemicals , or traffic or othe r contro l syste ms.
69 Uni t Pric e Work —See Paragrap h 11.03 of these General Conditions fo r definition.
70. Weekend Workin g Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or lega l holiday, as approved in advance by the City.
71. Work—The entir e constructio n or the variou s separately identifiable part s thereo f required to
be provided under the Contract Docu ments. Work includes and is the result of performing or
providing all labor, services, and docu mentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment int o such construction, all as required by the Contract Docu ments.
72. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the Cit y fo r contract purposes, in whic h weather or other conditions
not under the contro l of the Contractor will per mit the performance of the principa l unit of
wor k underway fo r a continuous perio d of not les s than 7 hour s between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are no t defined but , when used in
the Bidding Requirement s or Contract Docu ments, have the indicate d meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Document s include the terms “a s allowed,” “as approved,” “as ordered,” “as
directed” or ter ms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or
adjectives of like effect or import are used to describe an actio n or determinatio n of Cit y as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for co mpliance wit h the informatio n in the
Contract Document s and wit h the design concept of the Project as a functioning whole as
shown or indicated in the Contract Document s (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatis factory, faulty, or deficient in that it:
a. does no t confor m to the Contract Documents; or
b. does no t meet the requirement s of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
D. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combinatio n 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, unles s specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or constructio n industry or trade meaning are used in the Contract Document s in
accordance wit h such recognized meaning.
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Copies of Documents
Cit y shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upo n request at the cost of reproduction.
2.02 Commencement of Contract Time; Notic e to Proceed
The Contract Time will co mmence to run on the day indicated in the Notic e to Proceed. A Notic e to
Proceed may be give n no earlier than 14 days afte r the Effective Dat e of the Agreement , unless agreed
to by both parties in writing.
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2.03 Starting the Work
Contractor shall start to perform the Work on the dat e when the Contract Time commences to run.
No Work shall be done at the Sit e prio r to the dat e on whic h the Contract Time co mmences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance wit h the Contract Documents, and prio r to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Sit e is started, the Contractor shall attend a Preconstructio n Conference as
specified in the Contract Docu ments.
2.06 Public Meeting
Contracto r may not mobilize any equipment , materials or resources to the Sit e prio r to the Public
Meeting if scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to Cit y in
accordance wit h the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Document s are co mple mentary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Document s to describe a functionally co mplet e project (or part
thereof) to be constructed in accordance wit h the Contract Documents. Any labor, documentation,
services, materials, or equip ment that reasonably may be inferred fro m the Contract Document s
or fro m prevailing custo m or trade usage as being required to produce the indicated result will be
provided whether or no t specifically called for, at no additiona l cost to City.
C. Clarifications and interpretations of the Contract Document s shall be issued by City.
D. The Specifications may var y in for m, for mat and style. Some Specification sections may be writte n
in varying degrees of streamlined or declarative style and so me sections may be relatively
narrative by co mparison. Omissio n of such words and phrases as “the Contractor shall,” “in
conformit y with,” “as shown,” or “as specified” are intentional in streamlined sections .
Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear
in various part s of a sectio n or articles within a part depending on the for mat of the
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section. The Contractor shall not take advantage of any variatio n of for m, for mat or style in
making Contract Claims.
E. The cross referencing of specificatio n sect ions under the subparagraph heading “Related
Section s includ e but ar e no t necessarily limite d to:” and elsewhere within each Specification
sectio n is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinat e the entir e Work under the
Contract Docu ment s and provid e a co mplet e Projec t whether or no t the cross referencing is
provided in each sectio n or whether or no t the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society, organization,
or association, or to Laws or Regulations, whether such reference be specific or by 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 provisio n of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilitie s of City, Contractor, or any
of their subcontractors, consultants, agents , or employees, fro m thos e set fort h in the Contract
Docu ments. No suc h provisio n or instructio n shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
dut y or authorit y to supervise or direc t the performance of the Work or any dut y or authority
to undertake responsibilit y inconsistent wit h the provisions of the Contract Docu ments.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor’s Review of Contract Documents Before Starting Work : Befor e undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Document s and
check and verify pertinent figures therein agains t all applicable field measurement s and
conditions . Contracto r shall pro mptly report in writing to Cit y any conflict , error, ambiguity,
or discrepancy whic h Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarificatio n from Cit y be fore proceeding wit h any Work affected
thereby.
2. Contractor’s Review of Contract Documents During Performance of Work: If, during the
perfor mance of the Work, Contractor discovers any conflict , error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Document s and (a) any applicable
Law or Regulatio n , (b) any standard, specification, manual, or code, or (c) any instructio n of
any Supplier, then Contractor shall promptly report it to Cit y in writing. Contracto r shall not
proceed wit h the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amend ment or supplement to the Contract Document s has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall no t be liable to Cit y for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Document s unles s Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Document s shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Document s and the provisions of any
standard, specification, manual, or the instruct ion of any Supplier (whet her or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Docu ment s may be amended to provide fo r additions, deletions, and revisions in
the Work or to modify the ter ms and conditions thereo f by a Change Order.
B. The requirement s of the Contract Docu ment s may be supplemented, and mino r variations and
deviations in the Work not involving a change in Contract Pric e or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City’s revie w of a Submitta l (subjec t to the provisions of Paragrap h 6.18.C); or
3. City’s writte n interpretatio n or clarification.
3.05 Reuse of Documents
A. Contracto r and any Subcontracto r or Supplier shall not:
1. have or acquire any title to or ownership right s in any of the Drawings , Specifications , or
othe r docu ment s (o r copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions ; or
2. reuse any such Drawings, Specifications, other documents, or copies thereo f on extensions of
the Project or any other project without written consent of Cit y and specific written verification
or adaptatio n by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment , or terminatio n of the
Contract . Nothing herein shall preclude Contractor fro m retaining copies of the Contract
Docu ment s fo r recor d purposes.
3.06 Electronic Data
A. Unles s otherwis e stated in the Supplementar y Conditions, the dat a furnished by Cit y or Engineer
to Contractor, or by Contractor to Cit y or Engineer , that may be relied upon are limited to the
printe d copie s included in the Contract Document s (also known as hard copies) and other
Specifications referenced and locate d on the City’s on-line electronic document management and
collaboratio n system site. File s in electronic media for mat of text , data, graphics, or other typ es
are furnished only fo r the convenience of the receiving party. Any conclusio n or infor matio n
obtained or derived fro m such electronic files will be at the user’s sole risk. If there is a discrepanc y
between the electronic files and the hard copies, the hard copies govern.
B. When transferring document s in electronic media for mat, the transferring part y makes no
representations as to long term co mpatibility, usability, or readabilit y o f document s resulting fro m
the use of softwar e application packages, operating systems, or co mputer hardware differing fro m
those used by the data’s creator.
ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. Cit y shall furnish the Site. Cit y shall notify Contractor of any encumbrances or restrictions no t of
general application but specifically related to use of the Sit e wit h which Contracto r must co mply
in per forming the Work. Cit y will obtain in a timely manner and pay for easement s for permanent
structures or permanent changes in existing facilities.
1. The Cit y has obtained or anticipates acquisit io n of and/o r access to right -of-way, and/or
easements. Any outstanding right -of-way and/o r ease ment s are anticipated to be acquired in
accordance wit h the schedule set fort h in the Supplementary Conditions. The Project Schedule
submitte d by the Contractor in accordance wit h the Contract Docu ment s must consider an y
outstanding right -of-way, and/or easements.
2. The Cit y has or anticipates removing and/or relocating utilities, and obstructions to the Site.
An y outstanding remova l or relocatio n of utilities or obstructions is anticipated in accordance
wit h the schedule set fort h in the Supplementary Conditions . The Projec t Schedule submitted
by the Contractor in accordance wit h the Cont ract Docu ment s must conside r any outstanding
utilitie s or obstructions to be removed, adjusted, and/o r relocated by others.
B. Upo n reasonable writte n request, Cit y shall furnish Contractor wit h a current state ment of record
lega l title and lega l descriptio n of the land s upo n whic h the Work is to be perfor med.
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C. Contractor shall provide fo r all additiona l lands and access thereto that may be required for
constructio n facilities or storage of materials and equip ment.
4.02 Subsurface and Physical Conditions
A. Report s and Drawings: The Supplementary Conditions identify:
1. thos e reports known to Cit y of explorations and test s of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to Cit y of physical conditions relating to existing surface or
subsurface structures at the Sit e (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the “technica l data” contained in such report s and drawings, but such reports and
drawings are no t Contract Documents. Such “technica l data” is identified in the Supplementary
Conditions. Contractor may no t make any Contract Claim against City, or any o f their officers,
directors, members, partners, employees, agents, consultants, or subcontractors wit h respect to:
1. the co mpleteness of such reports and drawings fo r Contractor’s purposes, including, but not
limite d to, any aspect s of the means, methods, techniques, sequences, and procedures of
constructio n to be employed by Contractor, and safety precautions and programs incident
thereto ; or
2. other data, interpretations, opinions, and informatio n contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretatio n of or conclusio n drawn fro m any “technical data” or any such
other data, interpretations, opinions, or infor mation.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical conditio n that is uncovered or
revealed either:
1. is of such a nature as to establish that any “technica l data” on whic h Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differ s materially fro m that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differ s materially fro m conditions ordinarily encountered and
generally recognized as inherent in work of the character provided fo r in the Contract
Docu ments;
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then Contractor shall, promptly after beco ming aware thereo f and befor e further disturbing the
subsurface or physical conditions or perfor ming any Work in connectio n therewit h (except in an
emergency as required by Paragraph 6.17.A), notif y Cit y in writing about such condition.
B. Possibl e Price and Time Adjustments
Contracto r shall no t be entitle d to any adjust ment in the Contract Pric e or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
co mmit ment to Cit y wit h respect to Contract Pric e and Contract Time by the submissio n of a
Bid or beco ming bound under a negotiated contract ; or
2. the existence of such conditio n could reasonably have been discovered or revealed as a result
of the exa minatio n of the Contract Docu ment s or the Site ; or
3. Contracto r faile d to give the writte n notic e as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The infor matio n and data shown or indicated in the Contract Documents
wit h respect to existing Underground Facilitie s at or contiguous to the Sit e is based on informatio n
and dat a furnished t o Cit y or Engineer by the owner s of such Underground Facilities,
including City, or by others. Unles s it is otherwis e expressly provided in the Supple mentar y
Conditions:
1. Cit y and Engineer shall no t be responsible fo r the accuracy or co mpleteness of any such
infor matio n or dat a provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibilit y for:
a. reviewing and checking all such infor matio n and data;
b. locating all Underground Facilitie s shown or indicated in the Contract Documents;
c. coordination and adjust ment of the Work wit h the owner s of such Underground
Facilities, including City, during construction; and
d. the safet y and protection of all such Underground Facilities and repairing any damage
thereto resulting fro m the Work.
B. Not Shown or Indicated:
1. If an Underground Facilit y whic h conflicts wit h the Work is uncovered or revealed at or
contiguous to the Sit e whic h was not shown or indicated, or no t shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after beco ming
aware thereo f and befor e further disturbing conditions affected thereby or perfor ming any
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Work in connectio n therewith (except in an emergency as required by Paragraph 6.17.A),
identif y the owner of such Underground Facilit y and give notice to that owner and to City.
Cit y will revie w the discovered Underground Facilit y and deter mine the extent , if any, to
whic h a change may be required in the Contract Document s to reflect and document the
consequences of the existence or locatio n of the Underground Facility. Contractor shall be
responsible fo r the safet y and protection of such discovere d Underground Facility.
2. If Cit y concludes that a change in the Contract Docu ment s is required, a Change Order ma y
be issued to reflect and docu ment such consequences.
3. Verificatio n of existing utilities , structures, and servic e lines shall includ e notificatio n of all
utilit y co mpanies a minimum of 48 hour s in advance of constructio n including exploratory
excavatio n if necessary.
4.05 Reference Points
A. Cit y shall provide engineering surveys to est ablish reference point s fo r construction, whic h in
City’s judgment ar e necessary to enable Contractor to proceed wit h the Work. Cit y will provide
constructio n stake s or other custo mary metho d of marking to establish line and grades for roadway
and utilit y construction, centerlines and benchmarks fo r bridgework. Contractor shall protect and
preserve the established reference point s and property monu ments, and shall make no changes or
relocations. Contractor shall report to Cit y whenever any reference point or property monu ment is
lost or destroyed or requires relocatio n because of necessary changes in grades or locations. The
Cit y shall be responsible fo r the replacement or relocation of reference point s or propert y
monu ment s no t carelessly or willfully destroyed by the Contractor. The Contractor shall notify
Cit y in advance and wit h sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any refer ence point or monu ment has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost
for replacing such point s plus 25% will be charged against the Contractor, and the full a mount will
be deducted fro m payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions ide ntify those report s and drawings known
to Cit y relating to Hazardous Environment al Conditions that have been identified at the Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the “technica l data” containe d in such report s and drawings, but suc h reports and
drawing s are no t Contract Docu ments. Such “technica l data” is identified in the Supplementary
Conditions . Contractor may no t make any Contract Claim against City, or any o f their officers,
directors, members, partners, employees, agents, consultants, or subcontractor s wit h respect to:
1. the co mpleteness of such report s and drawings fo r Contractor’s purposes, including , but not
limite d to, any aspect s of the means, methods, techniques, sequences and procedures of
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constructio n to be employed by Contractor and safety precautions and programs incident
thereto ; or
2. othe r data, interpretations, opinions and informatio n contained in such report s or shown or
indicated in such drawings; or
3. any Contractor interpretatio n of or conclusio n draw n fro m any “technical data” or any such
othe r data, interpretations, opinions or infor mation.
C. Contractor shall no t be responsible fo r any Hazardous Environmental Conditio n uncovered or
revealed at the Sit e whic h was no t shown or indicated in Drawings or Specifications or identified
in the Contract Docu ment s to be withi n the scop e of the Work. Contractor shall be responsible fo r
a Hazardous Environmental Conditio n created wit h any materials brought to the Sit e by
Contractor, Subcontractors, Suppliers, or anyone else fo r who m Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Conditio n or if Contractor or anyone for
who m Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolat e such condition; (ii) sto p all Work in connectio n with
such conditio n and in any area affected thereby (except in an emergency as required by Paragraph
6.17.A); and (iii) notify Cit y (and pro mptly thereafter confir m such notice in writing). Cit y may
consider the necessity to retain a qualified expert to evaluate such conditio n or take corrective
action, if any.
E. Contractor shall not be required to resume Work in connectio n wit h such conditio n or in any
affected area until after Cit y has obtained any required per mit s related theret o and delivered written
notic e to Contractor: (i) specifying that such conditio n and any affected area is or has been
rendered suitable fo r the resumptio n of Work; or (ii) specifying any special conditions under whic h
such Work may be resumed.
F. If after receipt of such written notice Contractor does no t agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resu me such Work under such special conditions,
then Cit y may order the portio n of the Work that is in the area affected by such conditio n to be
deleted fro m the Work. Cit y may have such deleted portio n of the Work performed by City’s own
forces or others.
G. 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 professional s and all court
or arbitration or other disput e resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for who m Contractor is responsible.
Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnif y any individual or entity
fro m and against the consequences of that individual’s or entity’s own negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do no t apply to a Hazardous Environmental
Conditio n uncovered or revealed at the Site.
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ARTICLE 5 – BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Document s to be purchased and maintained by
Contractor shall be obtained fro m suret y or insur ance co mpanies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policie s fo r the limit s and coverages so required.
Such suret y and insurance co mpanies shall also meet such additional requirement s and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance wit h Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security fo r the faithfu l performance and payment of all of Contractor’s obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the Cit y 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 dat e of Final
Acceptance by the City.
C. All bonds shall be in the for m prescribed by the Contract Document s except as provided otherwise
by Laws or Regulations, and shall be executed by such sureties as are named in the list of
“Co mpanies Holding Certificates of Authorit y as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Co mpanies” as published in Circular 570 (amended) by the Financial
Management Service, Suret y Bond Branch, U.S. Depart ment of the Treasury. All bonds signed by
an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney whic h
shall sho w that it is effective on the dat e the agent or attorney-in-fact signed each bond.
D. If the suret y on any bond furnished by Contractor is declared bankrupt or beco mes insolvent or it s
right to do business is ter minated in the State of Texas or it ceases to meet the requirement s of
Paragraph 5.02.C, Contractor shall promptly notify Cit y and shall, within 30 days after the event
giving ris e to such notification, provide another bond and surety, bot h of whic h shall co mply wit h
the requirement s of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, wit h copies to each additional insured and loss payee identified in the
Supplementary Conditions, certificates of insurance (other evidence of insurance requested by Cit y or
any other additiona l insured) in at least the minimum amount as specified in the Supplementary
Conditions whic h Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as “Additional Insured” on all liabilit y policies.
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2. The Contractor’s general liabilit y insurance shall include a, “per project ” or “per location”,
endorsement , whic h shall be identified in the certificat e 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 complet e in it s entirety, and sho w co mplet e insurance carrier names as listed in the current
A.M. Best Property & Casualty Guide
4. The insurer s for all policie s must be licensed and/o r approved to do business in the Stat e of
Texas. Except for workers’ co mpensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strengt h and solvency to the satisfactio n of Risk Management . If the rating is belo w that
required, written approval of Cit y is required.
5. All applicable policies shall include a Waiver of Subrogation (Right s of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all right s of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failur e of the Cit y to demand such certificates or other evidence of full compliance wit h the
insurance requirement s or failur e of the Cit y to identify a deficienc y fro m evidence that is
provided shall not be construed as a waiver of Contractor’s obligatio n to maintain such lines
of insurance coverage.
7. If insurance policie s are no t written for specified coverage limits, an Umbrella or Excess
Liabilit y insurance for any differences is required. Excess Liabilit y shall follo w form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive dat e shall be coincident with
or prio r to the dat e of the effective dat e of the agreement and the certificate of insurance shall
stat e that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained fo r the duratio n of the Contract and fo r three (3) years following Final
Acceptance provided under the Contract Documents or for the warrant y period, whichever is
longer . An annual certificate of insurance submitted to the Cit y shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required line s of coverage, nor decrease the limit s 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 deter mined to be unacceptable or the Cit y desire s additiona l insurance coverage,
and the Cit y desire s the contractor/engineer to obtai n such coverage, the contract price shal l
be adjusted by the cost of the premiu m fo r suc h additiona l coverage plu s 10%.
10. An y self-insure d retention (SIR), in excess of $25,000.00, affecting required insurance
coverag e shall be approved by the Cit y in regards to asset valu e and stockholders' equity. In
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lieu of traditiona l insurance, alternative coverage maintained through insurance pools or risk
retentio n groups, must also be approved by City.
11. An y deductible in excess of $5,000.00, for any polic y that does not provide coverage on a
first -dolla r basis , must be acceptable to and approved by the City.
12. City, at it s sole discretion, reserves the right to revie w the insurance requirement s and to
make reasonable adjust ment s to insurance coverage’s and their limit s when deemed necessary
and prudent by the Cit y based upo n changes in statutory law, court decisio n or the claims
history of the industry as well as o f the contracting party to the City. The Cit y shall be required
to provide prio r notice of 90 days, and the insurance adjustment s shall be incorporated int o the
Work by Change Order.
13. Cit y shall be entitled, upo n writte n request and without expense, to receive copies of policies
and endorsement s thereto and may make any reasonable requests fo r deletio n or revisio n or
modifications of particular polic y terms, conditions, limitations, or exclusions necessary to
conform the polic y and endorsement s to the requirement s of the Contract. Deletions, revisions,
or modifications shall no t be requ ired where polic y provisions are established by law or
regulations binding upo n either part y or the underwriter on any such policies.
14. Cit y shall not be responsible fo r the direct payment of insurance premiu m cost s for
Contractor’s insurance.
5.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage wit h limit s consistent wit h statutory benefit s outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limit s for E mployers’
Liabilit y as is appropriate for the Work being performed and as will provide protection fro m claims
set fort h belo w whic h may arise out of or result from Contractor’s performance of the Work and
Contractor’s other obligations under the Contract Documents, whether it is to be perfor med by
Contractor, any Subcontractor or Supplier, or by anyone directly o r indirectly employed by any o f
them to perfor m any o f the Work, or by anyone fo r whose acts any of them may be liable:
1. claims under workers’ co mpensation, disabilit y benefits, and other similar employee benefit
acts;
2. claims fo r damages because of bodily injury, occupationa l sickness or disease, or deat h of
Contractor’s employees.
B. Commercial General Liability. Coverag e shall includ e but no t be limite d to covering liability
(bodil y injur y or propert y damage) arising fro m: premises/operations, independent contractors,
products/complete d operations, persona l injury, and liabilit y under an insure d 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 wit h respect to any other
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insurance or self-insurance programs afforded to the City. The Co mmercia l General Liability
policy, shall have no exclusions by endorse ment s that would alter of nullify premises/operations,
products/complete d operations, contractual, per sona l injury, or advertising injury, whic h are
nor mally contained wit h the policy, unless the Cit y approves such exclusions in writing.
Fo r constructio n project s that present a substa ntia l co mplete d operatio n exposure, the Cit y ma y
requir e the contracto r to maintain co mplete d operations coverage fo r a minimum of no les s than
thre e (3) years following the co mpletio n of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A co mmercial business auto polic y shall provide coverage on “any auto”,
defined as auto s owned, hired and non-owned and provide indemnit y fo r claims fo r damages
because bodily injur y or deat h of any perso n and or propert y 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 employe d by any of the m to perfor m any of the Work, or by anyone
fo r whos e act s any of them may be liable.
D. Railroad Protective Liability. If any of the work or any warranty work is within the limit s of
railroad right -of-way, the Contractor shall co mply wit h the requirement s identified in the
Supplementary Conditions.
E. Notification of Policy Cancellation: Contractor shall immediately notify Cit y upo n cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit fo r days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If Cit y has any objectio n to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance wit h Article 5 on the basis
of non-conformance wit h the Contract Documents, the Cit y shall so notify the Contracto r in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall
provide to the Cit y such additional infor matio n in respect of insurance provided as the Cit y may
reasonably request. If Contractor does no t purchase or maintain all of the bond s and insurance required
by the Contract Documents, the Cit y 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 6 – CONTRACTOR’S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work co mpetently and efficiently, devoting
such attentio n thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance wit h the Contract Documents. Contracto r shall be solely responsible fo r the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assig n a co mpetent, English-
speaking, Superintendent who shall no t be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Sit e and shall have authorit y to act on
behalf of Contractor. All communicatio n given to or received fro m the Superintendent shall be
binding on Contractor.
C. Contracto r shall notify the Cit y 24 hours prio r to moving areas during the sequence of construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent , suitably qualified personnel to perform constructio n as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required fo r the safet y or protectio n of persons or the Work or property at
the Sit e or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Sit e shall be performed during Regular Working Hours. Contractor will not permit the
perfor mance of Work beyon d Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will no t be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noo n at least two (2) Business
Days prior
2. fo r Weekend Working Hour s request must be made by noo n of the preceding Thursday
3. for legal holidays request must be made by noo n two Business Days prio r to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unles s otherwise specified in the Contract Docu ments, Contractor shall provide and assume full
responsibilit y fo r all services, materials, equipment , labor, transportation, constructio n equipment
and machinery, tools , appliances, fuel, power, light , heat , telephone, water, sanitar y facilities,
temporary facilities , and all other facilitie s and incidentals necessary for the performance,
Contracto r required testing , start -up, and co mpletio n of the Work.
B. All materials and equipment incorporated int o the Work shall be as specified or, if not specified,
shall be of good qualit y and new, except as other wis e provided in the Contract Docu ments. 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 report s of
required tests) as to the source, kind , and qualit y 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 wit h instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All ite ms of standar d equipment to be incorporated int o the Work shall be the latest model at the
time of bid , unless otherwis e specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance wit h Paragrap h 2.07
and the General Requirement s as it may be adjuste d fro m time to time as provided below.
1. Contractor shall submit to Cit y fo r acceptance (to the extent indicate d in Paragrap h 2.07 and
the General Requirements) proposed adjust ment s in the Projec t Schedule that will not result
in changing the Contract Time. Such adjust ment s will co mply wit h any provisions of the
General Requirement s applicable thereto.
2. Contractor shall submit to Cit y a monthly Project Schedule wit h a monthly progress payment
fo r the duratio n of the Contract in accordance wit h the schedule specification 01 32 16.
3. Proposed adjustment s in the Project Schedule that will change the Contract Time shall be
submitte d in accordance wit h the requirement s of Article 12. Adjust ment s in Contract Time
may only be made by a Change Order.
6.05 Substitutes and “Or-Equals”
A. Whenever an ite m of materia l or equipment is specified or describe d in the Contract Docu ments
by using the na me of a proprietary ite m or the na me of a particula r Supplier, the specificatio n or
descriptio n is intended to establish the typ e, function, appearance, and qualit y required. Unless the
specificatio n or descriptio n contain s or is followe d by words reading that no like , equivalent, o r
“or-equal” ite m or no substitution is permitted, other ite ms of materia l or equip ment of other
Suppliers may be submitted to Cit y fo r revie w under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretio n an item of materia l or equip ment 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 Cit y as an “or-equal” item, in which
case revie w and approval of the proposed item may, in City’s sole discretion, be accomplishe d
without co mpliance wit h so me or all of the requirement s fo r approval of proposed substitut e
ite ms. For the purposes of this Paragraph 6.05.A.1, a proposed item of materia l or equipment
will be considered functionally equal to an item so named if:
a. the Cit y determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the functio n and achieve the results
imposed by the design concept of the co mpleted Project as a functioning whole; and
3) it has a proven record of performance and availabilit y of responsive service; and
b. Contractor certifies that, if approved and incorporated int o the Work:
1) there will be no increase in cost to the Cit y or increase in Contract Time; and
2) it will conform substantially to the detailed requirement s of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretio n an item of materia l or equipment proposed by Contractor does
not qualify as an “or-equal” ite m under Paragraph 6.05.A.1, it may be submitted as a
proposed substitut e ite m.
b. Contractor shall submit sufficient informatio n as provided belo w to allo w Cit y to determine
if the item of materia l or equipment proposed is essentially equivalent to that named and
an acceptable substitut e therefor . Requests fo r review of proposed substitute items of
materia l or equipment will not be accepted by Cit y fro m anyone other than Contractor.
c. Contractor shall make written application to Cit y fo r review of a proposed substitute item
of material or equip ment that Contractor seeks to furnis h or use. The application shall
co mply wit h Sectio n 01 25 00 and:
1) shall certify that the proposed substitut e item will:
a) perfor m adequately the functions and achieve the result s called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to whic h the use of the proposed substitut e item will prejudice
Contractor’s achievement of final co mpletio n on time;
b) whether use of the proposed substitut e item in the Work will require a change in
any o f the Contract Document s (or in the provisions of any other direct contract
wit h Cit y fo r other work on the Project) to adapt the design to the proposed
substitut e item;
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c) whether incorporatio n or use of the proposed substitut e item in connectio n with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitut e item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credit s that will result directly or
indirectly from use of such substitut e item, including cost s of redesign and Damage
Clai ms of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence,
or procedure of constructio n is expressly required by the Contract Documents, Contractor may
furnish or utilize a substitut e means, method, technique, sequence, or procedure of constructio n
approved by City. Contractor shall submit sufficient informatio n to allo w 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 Cit y for review in the same
manner as those provided in Paragraph 6.05.A.2.
C. City’s Evaluation: Cit y will be allowed a reasonable time within whic h to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Cit y may require Contractor
to furnis h additional dat a about the proposed substitute. Cit y will be the sole judge of acceptability.
No “or-equal” or substitut e will be ordered, installed or utilized until City’s review is co mplete,
whic h will be evidenced by a Change Order in the case of a substitute and an accepted Submitta l
fo r an “or-equal.” Cit y will advise Contractor in writing of it s determination.
D. Special Guarantee: Cit y may require Contractor to furnis h at Contractor’s expense a special
performance guarantee, warranty, or other suret y wit h respect to any substitute. Contractor shall
indemnif y 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: Cit y will record City’s cost s in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or no t City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse Cit y fo r evaluating each such proposed substitute. Contractor may also be required to
reimburse Cit y fo r the charges fo r making changes in the Contract Docu ment s (or in the provisions
of any other direct contract wit h City) resulting from the acceptance of each proposed substitute.
F. Contractor’s Expense: Contractor shall provid e all dat a in support of any proposed substitut e or
“or-equal” at Contractor’s expense.
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G. City Substitute Reimbursement: Cost s (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform wit h his own organization, work of a value not less than 35% of the
value embraced on the Contract , unless otherwise approved by the City.
B. Contracto r shall no t emplo y any Subcontractor, Supplier, or other individual or entity, whether
initiall y or as a replacement , against who m Cit y may have reasonable objection. Contractor shall
not be required to emplo y any Subcontractor, Supplier, or other individual or entit y to furnish or
perfor m any of the Work against who m Contracto r has reasonable objectio n (excluding those
acceptable to Cit y as indicated in Paragraph 6.06.C).
C. The Cit y may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project , and will provide such requirement s in the Supplementary
Conditions.
D. Minority and Women Business Enterprise Compliance: It is Cit y polic y to ensure the full and
equitable participatio n by Minorit y and Women Business Enterprises (MWBE) in the procurement
of goods and services on a contractual basis. If the Contract Document s provide for MWBE goal,
Contractor is required to co mply wit h the intent of the City’s MWBE Business Enterprise
Ordinance (as amended) by the following:
1. Contractor shall, upo n request by City, provide co mplet e and accurate infor matio n regarding
actual work performed by MWBE on the Contract and payment therefor.
2. Contractor will no t make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified chang e or deletio n shall be a materia l breach of
Contract and may result in debarment in accordance wit h the procedures outlined in the
Ordinance.
3. Contractor shall, upo n request by City, allo w an audit and/o r examinatio n of any books, records,
or file s in the possession of the Contractor that will substantiat e the actual work performed by
MWBE. Materia l misrepresentation of any nature will be grounds for ter minatio n of the
Contract in accordance wit h Paragraph 15.02.A. Any such misrepresentation may be grounds
fo r disqualification of Contractor to bid on future contracts wit h the Cit y fo r a perio d of
not less than three years.
E. Contractor shall be fully responsible to Cit y for all acts and omissions of the Subcontractors,
Suppliers, and othe r individual s or entitie s performing or furnishing any of the Work just as
Contractor is responsible fo r Contractor’s own act s and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between Cit y and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall creat e any obligatio n on the part of Cit y to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entit y except as may otherwise be
required by Laws and Regulations.
F. Contracto r shall be solely responsible fo r scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct
or indirect contract wit h Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate wit h Cit y throug h Contractor.
H. All Work performed for Contracto r by a Subcontractor or Supplier will be pursuant to an
appropriat e agreement between Contractor and t he Subcontractor or Supplier whic h specifically
binds the Subcontracto r or Supplier to the applicable terms and conditions of the Contract
Docu ment s fo r the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contracto r shall co mply wit h all requirement s of
Chapter 2258, Texas Government Code (as amended), including the payment of no t less than the
rates deter mined by the Cit y Council of the Cit y of Fort Worth to be the prevailing wage rates in
accordance wit h Chapter 2258. Such prevailing wage rates ar e include d in these Contract
Docu ments.
B. Penalt y for Violation. A Contracto r or any Subcontracto r who does no t pay the prevailing wage
shall, upon demand made by the City, pay to t he Cit y $60 fo r each worker employed fo r each
calendar day or part of the day that the worker is paid les s than the prevailing wage rates stipulate d
in these contract docu ments. This penalt y shall be retaine d by the Cit y to offset its administrative
costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of infor mation,
including a co mplaint by a worker , concerning an alleged violatio n of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the Cit y shall make an initial
determination, befor e the 31st day after the dat e the Cit y receives the infor mation, as to whether
goo d cause exist s to believe that the violatio n occurred. The Cit y shall notify in writing the
Contractor or Subcontractor and any affected worker of it s initia l determination. Upo n the City’s
determinatio n that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the Cit y shall retain the full amounts claimed by the claimant or claimant s as the
difference between wages paid and wages due under the prevailing wage rates, such amounts bein g
subtracted fro m successive progress payment s pending a final determinatio n of the violation.
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D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violatio n of Sectio n
2258.023, Texas Government Code, including a penalt y owed to the Cit y or an affected worker,
shall be submitted to binding arbitration in accordance wit h the Texas General Arbitratio n Act
(Article 224 et seq., Revised Statutes) if the Cont ractor or Subcontractor and any affected worker
does no t resolve the issue by agreement befor e the 15t h day after the dat e the Cit y makes it s initia l
determinatio n pursuant to Paragraph C above. If the persons required to arbitrate under this
sectio n do not agree on an arbitrator befor e the 11th day after the dat e that arbitratio n is required,
a district court shall appoint an arbitrator on the petitio n of any of the persons. The Cit y is no t a
party in the arbitr ation. The decisio n and award of the arbitrator is fina l and binding on all partie s
and may be enforced in any court of co mpetent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, fo r a perio d of three (3)
years following the date of acceptance of the work, maintain records that sho w (i) the name and
occupation of each worker employed by the Contractor in the constructio n of the Work provided
for in this Contract ; and (ii) the actual per die m wages paid to each worker. The records shall be
open at all reasonable hours fo r inspectio n by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Affadavit. Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code related to paying prevailing wage rates on
completion of the project.
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 it s subcontract s and/or shall
otherwise require all of it s Subcontractors to co mply wit h Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all cost s incident to the use in the
perfor mance of the Work or the incorporatio n in the Work of any invention, design, process,
product, or device whic h is the subject of patent right s or copyrights held by others. If a particular
invention, design, process, product, or device is specified in the Contract Documents fo r use in the
perfor mance of the Work and if, to the actual knowledge of City, it s use is subject to patent right s
or copyrights calling fo r the payment of any license fee or royalt y to others, the existence of such
right s shall be disclosed by Cit y in the Contract Documents. Failur e of the City t o disclose such
infor matio n does no t relieve the Contractor fro m it s obligations to pay fo r the use of said fees or
royalties to others.
B. 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 professional s and al l court
or arbitration or other disput e resolution costs) arisin g out of or relating to any infringement of
patent right s or copyright s incident to the use in the performance of the Wor k or resulting from
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay fo r all construction
permit s and licenses except those provided fo r in the Supplementary Conditions or Contract
Documents. Cit y shall assist Contractor, when necessary, in obtaining such permit s and licenses.
Contractor shall pay all governmental charges and inspectio n fees necessary fo r the prosecution o f
the Work whic h are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Dat e of the Agreement , except fo r permit s provided by the Cit y as specified in 6.09.B.
Cit y shall pay all charges of utilit y owners fo r connections fo r providing permanent service to the
Work.
B. City obtained permits and licenses. Cit y will obtain and pay for all permit s and licenses as provided
fo r in the Supplementary Conditions or Contract Documents. It will be the Contractor’s
responsibilit y to carry out the provisions of the permit . If the Contractor initiates changes to the
Contract and the Cit y approves the changes, the Contractor is responsible fo r obtaining clearances
and coordinating wit h the appropriate regulatory agency. The Cit y will not reimburse the
Contractor for any cost associated wit h these requirement s of any Cit y acquired permit . The
following are permit s the Cit y will obtain if required:
1. Texas Depart ment of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Co mmissio n on Environmental Qualit y Permits
4. Railroad Co mpany Permits
C. Outstanding permits and licenses. The Cit y anticipates acquisitio n of and/o r access to permits
and licenses. An y outstanding permit s and license s are anticipated to be acquired in accordance
wit h the schedule set fort h in the Supplement ary Conditions . The Project Schedule submitte d by
the Contractor in accordance wit h the Contr act Docu ment s must conside r any outstanding permit s
and licenses.
6.10 Laws and Regulations
A. Contracto r shall give all notices required by and shall comply wit h all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the Cit y shall not be responsible fo r monitoring Contractor’s
co mpliance wit h any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to kno w that it is contrar y to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or arbitratio n or other dispute resolutio n costs) arising out of or relating to such Work.
However , it shall not be Contractor’s responsibilit y to make certain that the Specifications and
Drawings are in accordance wit h Laws and Regulat ions, but this shall no t relieve Contractor of
Contractor’s obligations under Paragrap h 3.02.
C. Changes in Laws or Regulations no t known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract Price
or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organizatio n whic h qualifie s fo r exemptio n pursuant to
Texas Tax Code, Subchapter H, Section s 151.301-335 (as amended), the Contractor may purchase,
rent or lease all materials , supplie s and equipment used or consu med in the performance of thi s
contract by issuing to his supplier an exe mptio n certificat e in lie u of the tax, said exe mptio n
certificat e to co mply wit h Stat e Co mptroller’s Ruling .007. An y such exe mption certificat e issued
to the Contractor in lie u of the tax shall be subject to and shall co mply wit h the provisio n of Stat e
Co mptroller’s Ruling .011, and any other applicable ruling s pertaining to the Texas Tax Code,
Subchapter H.
B. Texas Tax permit s and infor matio n may be obtained fro m:
https://comptroller.texas.gov/taxes/permit/
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment , and
the operations of workers to the Sit e and other areas per mitted by Laws and Regulations, and
shall no t unreasonably encu mber the Sit e and other areas wit h constructio n equipment or other
materials or equip ment . Contractor shall assu me full responsibilit y fo r any damage to any suc h
land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting
fro m 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 fo r proper execution of the Work, the Cit y may require the Contractor to finis h the
sectio n on whic h operations are in progress before work is co mmenced on any additional
area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the performance
of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 6.21, 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 Sit e and other areas free fro m accumulations of wast e materials, rubbish,
and other debris. Removal and disposal of such wast e materials, rubbish, and other debris shall
conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hour s after written notice is given to the Contractor that the
clean-up on the jo b sit e is proceeding in a manner unsatisfactory to the City, if the Contractor fails
to correct the unsatisfactory procedure, the Cit y may take such direct actio n as the City dee ms
appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice
(by letter or electronic communication), and the cost s of such direct action, plus 25 % of such
costs, shall be deducted fro m the monies due or to beco me due to the Contractor.
D. Final Site Cleaning: Prio r to Fina l Acceptance of the Work Contractor shall clea n the Sit e and
the Work and make it ready for utilizatio n by Cit y or adjacent property owner. At the co mpletion
of the Work Contractor shall remove fro m the Sit e all tools , appliances, constructio n equipment
and machinery, and surplus materials and shall restore to original conditio n or better all property
disturbed by the Work.
E. Loading Structures: Contracto r shall not loa d no r per mit any part of any structur e to be loaded
in any manner that will endanger the structure, no r shall Contracto r subjec t any part of the Work
or adjacent propert y to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe plac e at the Sit e or in a plac e designated by the Contractor and
approved by the City, one (1) record cop y of all Drawings , Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
sho w changes made during construction. These recor d document s together wit h all approved
Sample s and a counterpart of all accepted Submittals will be available t o Cit y fo r reference. Upo n
co mpletio n of the Work, these recor d documents, any operatio n and maintenance manuals, and
Submittals will be delivered to Cit y prio r to Fina l Inspection. Contractor shall include accurate
locations fo r buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible fo r initiating, maintaining and supervising all safety
precautions and programs in connectio n wit h the Work. Such responsibilit y does no t relieve
Subcontractors of their responsibilit y fo r the safety of persons or property in the performance of
their work, no r for co mpliance wit h applicable safet y Laws and Regulations. Contractor shall
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take all necessary precautions fo r the safety of, and shall provide the necessary protection to
prevent damage, injur y or loss to:
1. all persons on the Sit e or who may be affected by the Work;
2. all the Work and materials and equip ment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Sit e 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. Contracto r shall comply wit h all applicable Laws and Regulations relating to the safety of
persons or property, or to the protectio n of persons or property fro m 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 utilit y owners when
prosecution of the Work may affect them, and shall cooperate wit h them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply wit h the applicable requirement s of City’s safety programs, if any.
D. Contractor shall infor m Cit y of the specific requ irement s of Contractor’s safet y program, if any,
wit h whic h City’s employees and representatives must co mply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other
individual or entit y directly or indirectly employed by any of them to perform any of the Work, or
anyone fo r whose act s any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilitie s fo r safet y and fo r protectio n of the Work shall continue
until such time as all the Work is completed and Cit y has accepted the Work.
6.15 Safety Representative
Contractor shall infor m Cit y in writing of Contractor’s designated safet y representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible fo r coordinating any exchange of material safet y data sheet s or other
hazard co mmunication infor matio n required to be made available to or exchanged between or among
employers in accordance wit h Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safet y or protection of persons or the Work or property at the Sit e or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give Cit y prompt written notice if Contractor believes that any significant
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changes in the Work or variations fro m the Contract Docu ment s have been caused thereby or are
required as a result thereo f. If Cit y determines that a change in the Contract Document s is required
because of the actio n taken by Contractor in response to such an emergency, a Change Order may
be issued.
B. Should the Contractor fail to respond to a request fro m the Cit y to rectify any discrepancies,
omissions, or correctio n necessary to confor m wit h the requirement s of the Contract Documents,
the Cit y shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant conditio n and request the Contractor to
take remedia l actio n to correct the condition. In the event the Contractor does not take positive
steps to fulfill this writte n request, or does no t sho w jus t cause fo r not taking the proper action,
within 24 hours, the Cit y may take such remedia l actio n wit h Cit y forces or by contract. The City
shall deduct an amount equal to the entir e cost s for such remedia l action, plus 25%, fro m any
fund s due or beco me due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to Cit y for review and acceptance in accordance
wit h the accepted Schedule of Submittals (as required by Paragrap h 2.07). Each sub mitta l will be
identified as Cit y may require.
1. Submit nu mber of copie s specified in the General Requirements.
2. Dat a shown on the Submittals will be co mplet e wit h respect to quantities , dimensions, specifie d
perfor mance and desig n criteria , materials , and simila r dat a to sho w Cit y the services,
materials , and equipment Contracto r proposes to provid e and to enable Cit y to revie w the
infor matio n fo r the li mite d purposes required by Paragraph 6.18.C.
3. Submittals submitte d as herein provided by Contractor and reviewed by Cit y for
conformance wit h the desig n concept shall be executed in conformit y wit h the Contract
Docu ment s unles s otherwis e required by City.
4. When Submittals are submitted for the purpose of showing the installatio n in greater detail,
their review shall not excuse Contractor fro m requirement s shown on the Drawings and
Specifications.
5. For -Infor mation-Only submittals upo n whic h the Cit y is not expected to conduct revie w or
take responsive actio n may be so identifie d in the Contract Docu ments.
6. Submit required nu mber of Sample s specified in the Specifications.
7. Clearly identif y each Sample as to material, Supplier , pertinent dat a such as catalo g nu mbers,
the use fo r whic h intended and othe r dat a as Cit y may require to enable Cit y to revie w the
submitta l fo r the limite d purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Document s or the Schedule of Submittals, any
related Work perfor med prio r to City’s revie w and acceptance of the pertinent submitta l will be
at the sole expense and responsibilit y of Contractor.
C. City’s Review:
1. Cit y will provid e timely revie w of required Submittals in accordance wit h the Schedule of
Submittals acceptable to City. City’s revie w and acceptance will be only to deter mine if the
ite ms covered by the submittals will, after inst allatio n or incorporatio n in the Work, conform
to the in formatio n give n in the Contract Document s and be co mpatible wit h the design concept
of the co mplete d Project as a functioning whole as indicated by the Contract Docu ments.
2. City’s revie w and acceptance will no t extend to means, methods, techniques, sequences, or
procedures of constructio n (except wher e a particula r means, method, technique, sequence,
or procedur e of constructio n is specifically and expressly called fo r by the Contract
Docu ments) or to safet y precautions or programs incident thereto . The revie w and acceptance
of a separat e ite m as such will not indicat e approval of the assembly in whic h the item
functions.
3. City’s review and acceptance shall not relieve Contractor fro m responsibilit y fo r any
variatio n fro m the requirement s of the Contract Docu ment s unles s Contractor has co mplied
wit h the requirement s of Sectio n 01 33 00 and Cit y has give n written acceptance of each
such variatio n by specific written notatio n thereo f incorporated in or accompanying the
Submittal. City’s review and acceptance shall no t relieve Contracto r fro m responsibilit y for
co mplying wit h the require ment s of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreement s wit h City. No Work shall be delayed or postponed pending
resolutio n of any disputes or disagreements, except as Cit y and Contractor may otherwise agree in
writing.
6.20 Contractor’s General Warranty and Guarantee
A. Contractor warrant s and guarantees to Cit y that all Work will be in accordance wit h the Contract
Document s and will no t be defective. Cit y and it s officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warrant y and guarantee.
B. Contractor’s warrant y and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operatio n by persons other than Contractor,
Subcontractors, Suppliers, or any other individua l or entit y for who m Contracto r is
responsible ; or
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2. nor mal wear and tear under normal usage.
C. Contractor’s obligatio n to perform and complet e the Work in accordance wit h the Contract
Document s shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance wit h the Contract Document s or a release of Contractor’s obligatio n to perform
the Work in accordance wit h the Contract Documents:
1. observations by City;
2. reco mmendatio n or payment by Cit y of any progress or fina l payment;
3. the issuance of a certificate of Final Acceptance by Cit y 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
7. any correctio n of defective Work by City.
D. The Contractor shall remed y any defect s or da mages in the Work and pay fo r any damage to
othe r wor k or propert y resulting therefro m whic h shall appear withi n a perio d of two (2) years
fro m the dat e of Fina l Acceptance of the Work unles s a longer perio d is specified and shall furnis h
a good and sufficient maintenance bond, complying wit h the requirement s of Article
5.02.B. The Cit y will give notic e of observed defects wit h reasonable pro mptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, fro m 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 suc h claim s 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
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SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Services
A. Contracto r will no t be required to provide professiona l design services unless such services are
specifically required by the Contract Document s fo r a portio n of the Work or unless such services
are required to carr y out Contractor’s responsibilities fo r constructio n means, methods, techniques,
sequences and procedures.
B. If professiona l desig n services or certifications by a desig n professiona l related to systems,
materials or equip ment are specifically required of Contractor by the Contract Documents, City
will specify all performance and desig n criteria that such services must satis fy. 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 pro fessional. Submittals related to the Work designed or certified by
such pro fessional, if prepared by others, shall bear such pro fessional’s written approval when
submitted to City.
C. Cit y shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided Cit y has specified
to Contractor performance and desig n criteria that suc h services must satisfy.
D. Pursuant to this Paragraph 6.22, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance wit h performance and
desig n criteria give n and the desig n concept expressed in the Contract Documents. City’s review
and acceptance of Submittals (except desig n calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the Cit y shall, until the expiratio n 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 Cit y 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 audit s in co mpliance wit h the provisions of this Paragraph. The Cit y shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all it s subcontract s hereunder a provisio n to the effect that
the subcontractor agrees that the Cit y shall, until the expiratio n 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 Cit y shall have access during Regular Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriat e work space in order to
conduct audit s in co mpliance wit h the provisions of this Paragraph. The Cit y shall give
Subcontracto r reasonable advance notic e of intended audits.
C. Contractor and Subcontractor agree to photocopy such document s as may be requested by the City.
The Cit y 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 perfor med.
6.24 Nondiscrimination
A. The Cit y is responsible fo r operating Public Transportation Programs and imple menting transit -
related projects, whic h are funded in part wit h Federal financial assistance awarded by the U.S.
Depart ment of Transportatio n and the Federal Transit Ad ministration (FTA), without
discriminating against any perso n in the United States on the basis of race, color , or national origin.
B. Title VI , Civi l Right s Act of 1964 as amended: Contractor shall comply wit h the requirement s of
the Act and the Regulations as further defined in the Supplementary Conditions fo r any project
receiving Federal assistance.
ARTICLE 7 – OTHER WORK AT THE SITE
7.01 Related Work at Site
A. Cit y may perfor m other work related to the Project at the Sit e wit h City’s employees, or other
Cit y contractors, or through other direct cont ract s therefor, or have other work performed by utilit y
owners. If such other work is not noted in the Contract Documents, then written notice thereo f
will be given to Contractor prio r to starting any such other work; and
B. Contractor shall affor d each other contractor who is a party to such a direct contract, each utility
owner, and City, if Cit y is performing other work wit h City’s employees or other City contractors,
proper and safe access to the Site, provide a reasonable opportunity fo r the introduction and storage
of materials and equip ment and the execution of such other work, and properly coordinate the
Work wit h theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be
required to properly connect or otherwise make it s several parts co me together and properly
integrat e wit h such other work. Contractor shall not endanger any work of other s by cutting,
excavating, or otherwise altering such work; provided, however , that Contractor may cut or alter
others' work wit h the written consent of Cit y and the others whose work will be affected.
C. If the proper execution or result s of any part of Contractor’s Work depends upo n work performed
by others under this Article 7, Contractor shall inspect such other work and pro mptly report to
Cit y in writing any delays, defects, or deficienc ies in such other work that render it unavailable
or unsuitable fo r the proper execution and result s of Contractor’s Work. Contractor’s failur e to so
report will constitut e an acceptance of such other work as fit and proper for integratio n with
Contractor’s Work except for latent defects in the work provided by others.
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7.02 Coordination
A. If Cit y intends to contract wit h others for the perfor mance of other work on the Project at the
Site, the following will be set fort h in Supplementary Conditions:
1. the individual or entit y who will have autho rit y and responsibilit y fo r coordination of the
activitie s among the variou s contractors will be identified;
2. the specific matter s to be covered by such authorit y and responsibilit y will be ite mized; and
3. the extent of such authorit y and responsibilitie s will be provided.
B. Unless otherwise provided in the Supplementary Conditions, Cit y shall have authority fo r such
coordination.
ARTICLE 8 – CITY’S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, Cit y shall issue all communications
to Contractor.
8.02 Furnish Data
Cit y shall timely furnish the dat a required under the Contract Documents.
8.03 Pay When Due
Cit y shall make payment s to Contractor in accordance wit h Article 14.
8.04 Lands and Easements; Reports and Tests
City’s duties wit h respect to providing lands and easement s and providing engineering surveys to
establish reference point s are set fort h in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City’s
identifying and making available to Contractor copies of reports of explorations and tests of subsurfac e
conditions and drawings of physical conditions relating to existing surface or subsurface structures at
or contiguous to the Sit e that have been utilized by Cit y in preparing the Contract Documents.
8.05 Change Orders
Cit y shall execute Change Orders in accordance wit h Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City’s responsibilit y wit h respect to certain inspections, tests, and approvals is set fort h in Paragraph
13.03.
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8.07 Limitations on City’s Responsibilities
A. The Cit y shall no t supervise, direct , or have contro l or authorit y over, no r be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or fo r any failur e of Contractor to co mply wit h Laws
and Regulations applicable to the performance of the Work. Cit y will no t be responsible for
Contractor’s failur e to perfor m the Work in accordance wit h the Contract Documents.
B. Cit y will notify the Contracto r of applicable safet y plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City’s responsibilit y wit h respect to an undisclosed Hazardous Environmental Conditio n is set forth
in Paragraph 4.06.
8.09 Compliance wit h Safety Program
While at the Site, City’s employees and representatives shall comply wit h the specific applicable
requirement s of Contractor’s safety programs of which Cit y has been informed pursuant to
Paragraph 6.14.
ARTICLE 9 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City’s Project Manager
Cit y will provide one or more Project Manager(s) during the constructio n period. The duties and
responsibilities and the limitations of authorit y of City’s Project Manager during construction are set
forth in the Contract Documents. The City’s Project Manager for this Contract is identified in the
Supplementary Conditions.
9.02 Visits to Site
A. City’s Project Manager will make visit s to the Sit e at intervals appropriate to the various stages
of constructio n as Cit y deems necessary in order to observe the progress that has been made and
the quality of the various aspect s of Contractor’s executed Work. Based on informatio n
obtained during such visit s and observations, City’s Project Manager will determine, in general, if
the Work is proceeding in accordance wit h the Contract Documents. City’s Project Manager will
not be required to make exhaustive or continuous inspections o n the Sit e to check the quality or
quantity of the Work. City’s Project Manager’s efforts will be directed toward providing Cit y a
greater degree of confidence that the co mpleted Work will conform generally to the Contract
Documents.
B. City’s Project Manager’s visit s and observations are subject to all the limitations on authorit y and
responsibilit y in the Contract Document s including those set fort h in Paragraph
8.07.
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9.03 Authorized Variations in Work
City’s Project Manager may authorize mino r variations in the Work fro m the requirement s of the
Contract Docu ment s whic h do no t involve an adjust ment in the Contract Price or the Contract Time
and are co mpatible wit h the design concept of the co mpleted Project as a functioning whole as
indicated by the Contract Docu ments. These may be accomplished by a Field Order and will be
binding on Cit y and als o on Contractor, who shall perfor m the Work involved promptly.
9.04 Rejectin g Defective Work
Cit y will have authority to reject Work whic h Cit y’s Project Manager believes to be defective, or will
not produce a co mplete d Project that conforms t o the Contract Document s or that will prejudice the
integrit y of the design concept of the co mpleted Project as a functioning whole as indicated by the
Contract Documents. Cit y will have authorit y to conduct special inspection or testing of the Work as
provided in Article 13, whether or no t the Work is fabricated, installed, or co mpleted.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Manager will review wit h Contractor the preliminary determinations on such matters before rendering
a written reco mmendation. City’s written decisio n will be final (except as modified to reflect changed
factual conditions or more accurat e data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. Cit y will be the initia l interpreter of the requirement s of the Contract Document s and judge of the
acceptabilit y of the Work thereunder.
B. Cit y will render a written decisio n on any issue referred.
C. City’s written decisio n on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 – CHANGES IN THE WORK ; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, Cit y may, at any time or from
time to time, order Extr a Work. Upo n notice of such Extr a Work, Contractor shall promptly
proceed wit h the Work involved whic h will be perfor med under the applicable conditions of the
Contract Docu ment s (except as otherwise specifically provided). Extr a Work shall be
memorialized by a Change Order whic h may or may no t precede an order of Extr a work.
B. Fo r mino r changes of Work no t requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time wit h respect to any work perfor med that is not required by the Contract Document s as amended,
modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as
provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. Cit y and Contractor shall execute appropriat e Change Orders covering:
1. changes in the Work whic h are: (i) ordered by Cit y pursuant to Paragraph 10.01.A, (ii) required
because of acceptance of defective Work under Paragraph 13.08 or City’s correction of
defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time fo r Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extr a Work, or as to the payment
thereof, and the Cit y insist s upo n it s performance, the Contractor shall proceed wit h the work after
making written request fo r written orders and shall keep accurat e account of the actual reasonable
cost thereof. Contract Claims regarding Extr a Work shall be made pursuant to Paragraph 10.06.
B. The Contractor shall furnish the Cit y such installatio n records of all deviations fro m the original
Contract Document s as may be necessary to enable the Cit y to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The co mpensation agreed upo n for Extr a Work whether or no t initiated by a Change Order shall
be a full, complet e and final payment for all cost s Contractor incurs as a result or relating to the
change or Extr a Work, whether said cost s are known, unknown, foreseen or unforeseen at that
time, including without limitation, any cost s for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extr a Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a suret y of any change affecting the general
scope of the Work or the provisions of the Contract Document s (including, but not limited to,
Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility.
The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any
such change.
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10.06 Contract Claims Process
A. City’s Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the Cit y fo r decis ion. A decisio n by Cit y shall be required as a conditio n
precedent to any exercise by Contractor of any right s or remedies he may otherwise have under
the Contract Documents or by Laws and Regulations in respect of such Contract Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to Cit y no later than 15 days after the start of the event giving rise thereto. The
responsibilit y to substantiate a Contract Claim shall rest wit h the party making the Contract
Clai m.
2. Notice of the amount or extent of the Contract Clai m, wit h supporting dat a shall be delivered
to the Cit y on or befor e 45 days fro m the start of the event giving rise thereto (unless the City
allows additiona l time fo r Contractor to submit additiona l or more accurat e data in support of
such Contract Claim).
3. A Contract Claim fo r an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim fo r an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be acco mpanied by Contractor’s written statement that the
adjust ment claimed is the entir e adjust ment to whic h the Contractor believes it is entitled as a
result of said event.
6. The Cit y shall submit any response to the Contracto r within 30 days afte r receipt of the
clai mant’s las t submittal (unles s Contract allow s additiona l time).
C. City’s Actio n: Cit y will revie w each Contract Clai m and, within 30 days after receipt of the last
submitta l of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the Cit y is unable to resolve the Contract Claim if, in the City’s
sole discretion, it would be inappropriate for the Cit y to do so. Fo r purposes of further
resolutio n of the Contract Claim, such notice shall be deemed a denial.
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D. City’s written actio n under Paragraph 10.06.C will be final and binding, unless Cit y or
Contractor invoke the dispute resolutio n procedure set fort h in Article 16 within 30 days of such
actio n or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance wit h this Paragraph 10.06.
ARTICLE 11 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum o f all costs, except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value o f any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additiona l or incre mental cost s required because of the change in the
Work. Such cost s shall not include any of the cost s itemized in Paragraph 11.01.B, and shall
include but no t be limited to the following items:
1. Payroll cost s fo r employees in the direct emplo y of Contractor in the performance of the
Work under schedules of jo b classifications agreed upo n by Cit y and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll cost s fo r employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll cost s shall
include;
a. salaries wit h a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, whic h shall include socia l security
contributions, unemployment , excise, and payroll taxes, workers’ co mpensation, health
and retirement benefits, bonuses, sick leave, vacation and holida y pay applicable thereto.
The expenses of perfor ming Work outside of Regular Working Hours, Weekend
Working Hours, or lega l holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers’ field services required in connection
therewith.
3. Rentals of all constructio n equip ment and machinery, and the part s thereo f whether rented
fro m Contractor or other s in accordance wit h renta l agreement s approved by City, and the
cost s of transportation, loading, unloading, assembly, dis mantling, and removal thereof. All
such cost s shall be in accordance wit h the terms of said rental agreements. The rental of any
such equipment , machinery, or part s shall cease when the use thereo f is no longe r necessary
fo r the Work.
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4. Payment s made by Contractor to Subcontractors fo r Work perfor med by Subcontractors. If
required by City, Contractor shall obtain competitive bid s from subcontractors acceptable to
Cit y and Contractor and shall deliver such bids to City, who will then determine, whic h bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall
be determined in the same manner as Contract or’s Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Cost s of special consultant s (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed fo r services specifically related
to the Work.
6. Supplemental cost s including the following:
a. The proportio n of necessary transportation, travel, and subsistence expenses of
Contractor’s employees incurred in discharge of dutie s connected wit h the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equip ment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, whic h are consumed in the perfor mance of the Work, and cost, less
market value, of such ite ms used but no t consu med which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and fo r which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposit s lost fo r causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of the m or for whose act s any of them may
be liable, and royalt y payment s and fees fo r permit s and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
co mpensated by insurance or otherwise, sustained by Contractor in connectio n wit h the
perfor mance o f the Work, provided such losses and damages have resulted fro m causes
othe r tha n the negligence of Contractor, any Subcontractor, or anyone directly or indirectl y
employed by any o f them or for whose act s any of them may be liable. Such losses shall
include settle ment s made wit h the written consent and approval of City. No such losses,
damages, and expenses shall be included in the Cost of the Work for the purpose of
determining Contractor’s fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Mino r expenses such as telegrams, long distance telephone calls, telephone and
co mmunicatio n services at the Site , express and courier services, and similar pett y cash
ite ms in connectio n wit h the Work.
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h. The cost s of premiu ms fo r all bonds and insurance Contractor is required by the Contract
Docu ment s to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall no t include any of the following items:
1. Payrol l cost s and other co mpensation of Cont ractor’s officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Sit e or in Contractor’s principa l or branch office for general administration of the Work and
not specifically included in the agreed upo n schedule of jo b classifications referred to in
Paragrap h 11.01.A.1 or specifically covered by Paragrap h 11.01.A.4, all of whic h are to be
considere d administrative cost s covered by the Contractor’s fee.
2. Expenses of Contractor’s principa l and branch office s other than Contractor’s offic e at the
Site.
3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital
employed fo r the Work and charges against Contractor fo r delinquent payments.
4. Cost s due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or fo r whose act s any of them may be liable , including but not
limite d to, the correctio n of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Othe r overhead or general expense cost s of any kind.
C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee
shall be deter mined as set fort h in the Agreement . When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor’s fee shall be determined as set fort h in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereo f in
accordance wit h generally accepted accounting practices and submit in a for m acceptable to City
an ite mize d cost breakdown together wit h supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Document s and shall cause the Work so covered to be
performed for such sums and by such persons or entitie s as may be acceptable to City.
B. Pre-bi d Allowances:
1. Contracto r agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor’s cost s fo r unloading and handling on the Site, labor , installation, overhead,
profit , and other expenses conte mplate d fo r t he pre-bid allowances have been included in
the allowances, and no demand fo r additiona l payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingenc y allowance, if any, is fo r the sole us e
of City.
D. Prio r to fina l payment , an appropriat e Change Order will be issued to reflect actual amount s due
Contracto r on account of Work covered by allowances, and the Contract Pric e shall be
correspondingly adjusted.
11.03 Uni t Price Work
A. Wher e the Contract Docu ment s provide that all or part of the Work is to be Unit Pric e Work,
initiall y the Contract Pric e will be deemed to includ e fo r all Unit Pric e Work an amount equal to
the sum of the unit pric e fo r each separately identifie d ite m of Unit Pric e Work times the estimated
quantit y of each ite m as indicate d in the Agreement.
B. The estimated quantities of ite ms of Unit Pric e Work are not guaranteed and are solely for the
purpose of co mpariso n of Bids and determining an initia l Contract Price. Determinations of the
actual quantitie s and classifications of Unit Price Work performed by Contractor will be made by
Cit y subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequat e to
cover Contractor’s overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required fo r a functionally co mplet e installation,
but no t identified in the listing of unit price items shall be considered incidental to unit price work
listed and the cost of incidental work included as part of the unit price.
D. Cit y may make an adjust ment in the Contract Price in accordance wit h Paragraph 12.01 if:
1. the quantit y of any ite m of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement ; and
2. there is no corresponding adjust ment wit h respect to any other item of Work.
E. Increased or Decreased Quantities: The Cit y reserves the right to order Extr a Work in
accordance wit h Paragraph 10.01.
1. If the changes in quantities or the alterations do no t significantly change the character of
work under the Contract Documents, the altered work will be paid fo r at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist , this will be considered Extr a Work and the Contract will be amended
by a Change Order in accordance wit h Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differ s materially in kind or nature fro m that
in the Contract or
b. a Majo r Item of work varies by more than 25% fro m the origina l Contract quantity.
5. When the quantity of work to be done under any Majo r Item of the Contract is more than
125% of the original quantity stated in the Contract , then either part y to the Contract may
request an adjust ment to the unit price on the portio n of the work that is above 125%.
6. When the quantit y of work to be done under any Majo r Item of the Contract is less than 75%
of the original quantity stated in the Contract , then either part y to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may no t represent the exact quantit y of work per formed or material moved,
handled, or placed during the execution of the Contract . The estimated bid quantities are
designated as fina l payment quantities, unless revise d by the governing Sectio n or this Article.
B. If the quantity measured as outlined under “Price and Payment Procedures” varies by more than
25% (or as stipulated under “Price and Payment Procedures” fo r specific Items) fro m the total
estimated quantit y for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantit y of authorized work done for payment purposes. The part y
to the Contract requesting the adjustment will provide field measurement s and calculations
showing the final quantity for whic h payment will be made. Payment for revised quantit y will be
made at the unit price bid fo r that Item, except as provided fo r in Article 10.
C. When quantities are revised by a change in desig n approved by the City, by Change Order, or to
correct an error, or to correct an erro r on t he plans, the plans quantity will be increased or decreased
by the amount involved in the change, and the 25% variance will apply to the new plans quantity.
D. If the total Contract quantit y multiplie d by the unit price bid for an individual Item is les s than
$250 and the Item is not originally a plan s quantity Item, then the Item may be paid as a plans
quantit y Item if the Cit y and Contractor agree in writing to fix the fina l quantit y as a plans quantity.
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E. Fo r callout work or non-sit e specific Contracts, the plans quantity measurement requirement s are
not applicable.
ARTICLE 12 – CHANGE OF CONTRACT PRICE; CHANG E OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be deter mined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the provisions
of Paragraph 11.03); or
2. where the Work involved is no t covered by unit prices contained in the Contract Documents,
by a mutually agreed lu mp sum or unit price (which may include an allowance fo r overhead
and profit no t necessarily in accordance wit h Paragraph 12.01.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extr a Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Docu ments
and agreement to a lu mp su m or unit price is no t reached under Paragraph 12.01.B.2, on the
basis of the Cost of the Work (deter mined as provided in Paragraph 11.01) plus a Contractor’s
fee fo r overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor’s Fee: The Contractor’s additiona l fe e fo r overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is no t agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. fo r costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the
Contractor’s additional fee shall be 15 percent except for:
1) rental fees fo r Contractor’s own equip ment using standard rental rates;
2) bond s and insurance;
b. for cost s incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor’s fee shall be
five percent (5%);
1) where one or more tier s of subcontract s are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and
12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the cost s incurred by such Subcontractor under
Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of cost s ite mized under Paragraphs 11.01.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to Cit y fo r any change whic h result s in
a net decrease in cost will be the amount of the actua l net decrease in cost plu s a deduction
in Contractor’s fe e by an amount equal to five percent (5%) of such net decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extensio n of the Contract Time will be allowed for Extr a Work or for claimed dela y unless the
Extr a Work contemplated or claimed dela y is shown to be on the critical path of the Project
Schedule or Contractor can sho w by Critica l Pat h Metho d analysis ho w the Extr a Work or claimed
dela y adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the perfor mance or co mplet ion of any part of the
Work within the Contract Time due to dela y beyon d the contro l of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such dela y if a Contract Claim is made
therefor. Delays beyond the contro l of Cont ractor shall include, but no t be limited to, acts or
neglect by City, act s or neglect of utilit y owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or act s of God.
Such an adjustment shall be Contractor’s sole and exclusive remedy fo r the delays described in
this Paragraph.
B. If Contractor is delayed, Cit y shall no t be liable to Contractor for any claims, costs, losses, or
damages (including but no t li mited to all fees and charges of engineers, architects, attorneys, and
othe r professionals and all court or arbitratio n or other dispute resolutio n costs) sustained by
Contractor on or in connectio n wit h any other project or anticipated project.
C. Contractor shall no t be entitled to an adjustment in Contract Price or Contract Time for delays
within the contro l of Contractor. Delays attributable to and within the contro l of a Subcontractor
or Supplier shall be deemed to be delays within the contro l of Contractor.
D. The Contractor shall receive no co mpensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failur e of the Cit y to provide
infor matio n or material, if any, whic h is to be furnished by the City.
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ARTICLE 13 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of whic h Cit y has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected , or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies wit h jurisdictional interests will
have access to the Sit e and the Work at reasonable times fo r their observation, inspection, and testing.
Contractor shall provide them proper and safe conditions fo r such access and advise them of
Contractor’s safet y procedures and programs so that they may comply therewit h as applicable.
13.03 Tests and Inspections
A. Contractor shall give Cit y timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate wit h inspectio n and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdictio n require any
of the Work (o r part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibilit y fo r arranging and obtaining such independent inspections , tests, retest s or approvals,
pay all cost s in connectio n therewith, and furnis h Cit y the required certificates of inspectio n or
approval; excepting, however, those fees specifically identified in the Supplementary Conditions
or any Texas Department of Licensure and Regulatio n (TDLR) inspections , whic h shall be paid as
describe d in the Supplementar y Conditions.
C. Contracto r shall be responsible fo r arranging and obtaining and shall pay all cost s in connection
wit h any inspections, tests, re-tests, or approvals required fo r City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prio r to Contractor’s purchase thereo f for incorporatio n in the Work.
Such inspections , tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. Cit y may arrange fo r the services of an independent testing laborator y (“Testing Lab”) to
perfor m any inspections or test s (“Testing”) fo r any part of the Work, as determined solely by
City.
1. Cit y will coordinate such Testing to the extent possible, wit h Contractor;
2. Should any Testing under this Sectio n 13.03 D result in a “fail”, “did not pass” or other
similar negative result , the Contracto r shall be responsible fo r paying fo r any and all retests.
Contractor’s cancellation without cause of Cit y initiated Testing shall be deemed a negative
result and requir e a retest.
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3. Any amount s owed fo r any retest under this Sectio n 13.03 D shall be paid directly to the
Testing Lab by Contractor. Cit y will forwar d all invoices fo r retest s to Contractor.
4. If Contractor fails to pay the Testing Lab, Cit y will not issue Fina l Payment until the Testing
Lab is paid.
E. If any Work (or the wor k 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 fo r observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Sectio n 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Document s or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observatio n and replaced at Contractor’s
expense.
B. If Cit y consider s it necessary or advisable that covered Work be observed by Cit y or inspected or
tested by others, Contractor, at City’s request, shall uncover, expose, or otherwise make available
fo r observation, inspection, or testing as Cit y may require, that portio n of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolutio n costs) arising out o f
or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstructio n (including but not limited to all cost s of repair or
replacement of work of others); or Cit y shall be entitled to accept defective Work in accordance
wit h Paragraph 13.08 in whic h case Contractor shall still be responsible fo r all costs associated
wit h exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contracto r shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement , and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contracto r fails to supply sufficient skilled workers or suitable materials
or equip ment , or fails to per form the Work in such a way that the co mpleted Work will conform to
the Contract Documents, Cit y may order Contractor to stop the Work, or any portio n thereo f, until the
cause fo r such order has been eliminated; however, this right of Cit y to stop the Work shall not give
rise to any dut y on the part of Cit y to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any suret y for, or employee or agent of
any of them.
13.06 Correction or Remova l of Defective Work
A. Pro mptly afte r receipt of written notice , Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or no t fabricat ed, installed , or co mpleted, or, if the Work has been
rejected by City, remove it fro m the Projec t and replace it wit h Work that is no t defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limite d to all fee s and charges of engineers, architects, attorneys, and other professionals and all
court or arbitratio n or other dispute resolutio n costs) arising out of or relating to such correction
or removal (including but no t limited to all cost s of repair or replacement of work of others).
Failur e to requir e the removal of any defective Work shall not constitute acceptance of such Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no actio n that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. I f within two (2) years afte r t he dat e of Fina l Acceptance (or such longer perio d of time as may be
prescribed by the terms of any applicable special guarantee required by the Contract Documents),
any Work is found to be defective, or if the repair of any damages to the land or areas made
available for Contractor’s use by Cit y or permitted by Laws and Regulations as contemplated in
Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to Cit y and in
accordance wit h 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 fro m the Project and replace it
wit h Work that is not defective, and
4. satisfactorily correct or repair or remove and replac e any damage to othe r Work, to the work
of other s or othe r land or areas resulting therefro m.
B. If Contractor does not pro mptly co mply wit h the ter ms of City’s writte n instructions, or in an
emergency wher e dela y would cause seriou s ris k of los s or damage, Cit y 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 no t limite d to all fee s and charges of engineers,
architects, attorneys , and othe r professionals and all court or other disput e resolutio n costs) arisin g
out of or relating to such correctio n or repair or such remova l and replacement (including but no t
limite d to all cost s of repair or replacement of wor k of others) will be paid by Contractor.
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C. In special circumstances where a particular ite m of equipment is placed in continuous service
befor e Fina l Acceptance of all the Work, the correctio n perio d fo r that item may start to run from
an earlier dat e if so provided in the Contract Docu ments.
D. Wher e defective Work (and damage to other Work resulting therefro m) has been corrected or
removed and replaced under this Paragraph 13.07, the correctio n perio d hereunder wit h respect
to such Work may be required to be extended fo r an additiona l perio d of one yea r afte r the end of
the initia l correctio n period. Cit y shall provid e 30 days written notic e to Contractor should such
additiona l warrant y coverage be required. Contractor may disput e this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor’s obligations under this Paragraph 13.07 are in additio n to any other obligatio n or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for , or a
waiver of, the provisions of any applicable statute of limitatio n or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, Cit y prefers to
accept it , Cit y may do so . Contractor shall pay all clai ms, 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 resolutio n costs) attributable to City’s evaluatio n of and determinatio n to accept
such defective Work and for the diminished value of the Work to the extent no t otherwise paid by
Contractor. If any such acceptance occurs prio r to Fina l Acceptance, a Change Order will be issued
incorporating the necessary revisions in the Contract Document s wit h respect to the Work, and Cit y
shall be entitled to an appropriat e decrease in the Contract Price, reflecting the diminished value o f
Work so accepted.
13.09 City May Correct Defective Work
A. If Contracto r fails within a reasonable time after written notice from Cit y to correct defective
Work, or to remove and replace rejected Work as required by Cit y in accordance wit h Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance wit h the Contract Documents,
or if Contracto r fails to co mply wit h any other provisio n of the Contract Documents, Cit y may,
after seven (7) days writte n notic e to Contractor, correct , or remedy any such deficiency.
B. In exercising the right s and remedies under this Paragraph 13.09, Cit y shall proceed
expeditiously. In connectio n wit h such cor rective or remedia l action, Cit y may exclude Contractor
fro m all or part of the Site, take possession of all or part of the Work and suspend Contractor’s
services related thereto, and incorporat e in the Work all materials and equipment incorporated in
the Work, stored at the Sit e or for whic h Cit y has paid Contractor but whic h are stored elsewhere.
Contractor shall allo w City, City’s representatives, agents, consultants, employees, and City’s
other contractors, access to the Sit e to enable Cit y to exercise the rights and remedies under this
Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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costs) incurred or sustained by Cit y in exercising the right s 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 Document s wit h respect to the Work; and Cit y shall be entitled
to an appropriat e decrease in the Contract Price.
D. Contractor shall not be allowed an extensio n of the Contract Time because of any dela y in the
perfor mance of the Work attributable to the exercise of City’s right s and remedie s under this
Paragrap h 13.09.
ARTICLE 14 – PAYMENTS TO CONTRACTO R AND COMPLETION
14.01 Schedule of Values
The Schedule of Value s fo r lu mp su m contract s established as provided in Paragraph 2.07 will serve
as the basis for progress payment s and will be inc orporated int o a form of Applicatio n for Payment
acceptable to City. Progress payment s on account of Unit Pric e Work will be based on the number of
unit s co mpleted.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible fo r providing all informatio n as required to beco me a vendo r of the
City.
2. At least 20 days befor e the date established in the General Requirement s fo r each progress
payment , Contractor shall submit to Cit y for review an Applicatio n for Payment filled out and
signe d by Contractor covering the Work co mpleted as of the dat e of the Applicatio n and
acco mpanied by such supporting documentation as is required by the Contract Docu ments.
3. If payment is requeste d on the basis of materials and equipment no t incorporated in the Work
but delivered and suitably stored at the Sit e or at another locatio n agreed to in writing, the
Application fo r Payment shall also be acco mpanied by a bill of sale, invoice, or other
documentation warranting that Cit y has received the materials and equip ment free and clear o f
all Liens and evidence that the materia ls and equipment are covered by appropriate insurance
or other arrangement s to protect Cit y’s interest therein, all of whic h must be satisfactory to
City.
4. Beginning wit h the second Applicatio n fo r Payment, each Applicatio n shall include an affidavit
of Contracto r stat ing that previous progress payment s received on account of the Work have
been applied on account to discharge Contractor’s legitimate obligations associated wit h prio r
Applications fo r Payment.
5. The amount of retainage wit h respect to progress payment s will be as described in
subsection C. unless otherwise stipulated in the Contract Documents.
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B. Review of Applications:
1. Cit y will, after receipt of each Application fo r Payment , eithe r indicate in writing a
reco mmendatio n of payment or retur n the Applicatio n to Contractor indicating reasons for
refusing payment . In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City’s processing of any payment requested in an Applicatio n for Payment will be based on
City’s observations of the executed Work, and on City’s revie w of the Applicatio n for Payment
and the acco mpanying dat a and schedules, that to the best of City’s knowledge:
a. the Work has progressed to the point indicated;
b. the qualit y of the Work is generally in accordance wit h the Contract Document s (subject
to an evaluatio n of the Work as a funct ioning whole prio r to or upo n Fina l Acceptance, the
result s of any subsequent test s called fo r in the Contract Docu ments, a final deter minatio n
of quantitie s and classificat ions fo r Work performed under Paragrap h 9.05, and any other
qualifications stated in the reco mmendation).
3. Processing any such payment will no t thereby be deemed to have represented that:
a. inspections made to check the quality or the quantit y of the Work as it has been performed
have been exhaustive, extended to every aspect of the Work in progress, or involved
detailed inspections of the Work beyond the responsibilities specifically assigned to Cit y
in the Contract Documents; or
b. there may not be other matters or issues bet ween the parties that might entitle Contractor
to be paid additionall y by Cit y or entitle Cit y to withhold payment to Contractor; or
c. Contractor has co mplied wit h Laws and Regulations applicable to Contractor’s performance
of the Work.
4. Cit y may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the result s of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such ext ent as may be necessary to protect Cit y from
loss because:
a. the Work is defective or co mpleted Work has been damaged by the Contracto r or
subcontractors requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. Cit y has been required to correct defective Work or co mplet e Work in accordance with
Paragraph 13.09; or
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e. Cit y has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. Fo r contract s less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. Fo r contract s greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. Fo r each calendar day that any work shall remain unco mpleted after the
time specified in the Contract Docu ments, the sum per day specified in the Agreement will be
assessed against the monie s due the Contractor, no t as a penalty, but as damages suffered by the
City.
E. Payment : Contractor will be paid pursuant to the requirement s of this Article 14 and payment
will beco me due in accordance wit h the Contract Docu ments.
F. Reduction in Payment:
1. Cit y may refuse to make payment of the amount requested because:
a. Liens have been filed in connectio n wit h the Work, except where Contractor has delivered
a specific bond satisfactory to Cit y to secure the satisfaction and discharge of such Liens;
b. ther e are other ite ms entitling Cit y to a set -off against the amount reco mmended; or
c. Cit y has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If Cit y refuse s to make payment of the amount requested, Cit y will give Contracto r written
notic e stating the reasons fo r such actio n and pay Contractor any amount remaining after
deduction of the amount so withheld . Cit y shall pay Contractor the amount so withheld, or any
adjustment thereto agreed to by Cit y and Contractor, when Contractor remedie s the reasons
fo r such action.
14.03 Contractor’s Warranty of Title
Contractor warrant s and guarantees that title to all Work, materials, and equipment covered by any
Applicatio n for Payment , whether incorporated in the Project or not , will pass to Cit y no later than the
time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prio r to Final Acceptance of all the Work, Cit y may use or occupy any part of the Work whic h
has specifically been identified in the Contract Docu ments, or which City determines constitutes
a separately functioning and usable part of the Work that can be used for it s intended purpose
without significant interference wit h Contractor’s performance of the remainder of the Work. Cit y
at any time may notify Contractor in writing to permit Cit y to use or occupy any such part of the
Work whic h Cit y determines to be ready fo r its intended use, subject to the following conditions:
1. Contractor at any time may notify Cit y in writing that Contractor consider s any such part of
the Work ready fo r it s intended use.
2. Within a reasonable time after notificatio n as enu merated in Paragraph 14.05.A.1, Cit y and
Contractor shall make an inspection of that part of the Work to determine it s status of
co mpletion. If Cit y does no t consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partia l Utilizatio n will no t constitut e Final Acceptance by City.
14.05 Final Inspection
A. Upo n written notice fro m Contractor that the entir e Work is Substantially Complet e in
accordance wit h the Contract Documents:
1. Within 10 days, Cit y will schedule a Final Inspectio n wit h Contractor.
2. Cit y will notify Contractor in writing of all particulars in whic h this inspectio n reveals that
the Work is inco mplet e or defective (“Punch List Items”). Contractor shall immediately take
such measures as are necessary to co mplet e such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said dat e of notification to the City
of Substantial Completion and the dat e of Fina l Inspection.
1. Should the Cit y determine that the Work is not read y fo r Final Inspection, Cit y will notify the
Contracto r in writing of the reasons and Contract Time will resume.
2. Should the City concur that Substantial Completion has been achieved with the exception of
any Punch List Items, Contract Time will resume for the duration it takes for Contractor to
achieve Final Acceptance.
14.06 Final Acceptance
Upo n co mpletio n by Contractor to City’s satisfaction, of any additiona l Work identified in the Final
Inspection , Cit y will issue to Contracto r a letter of Fina l Acceptance.
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14.07 Final Payment
A. Application for Payment:
1. Upo n Fina l Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure fo r progress payment s in accordance wit h the
Contract Documents.
2. The final Applicatio n fo r Payment shall be accompanied (except as previously delivered) by:
a. all documentation called fo r in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to fina l payment;
c. a lis t of all pending or released Damage Clai ms against Cit y that Contractor believes are
unsettled ; and
d. affidavit s of payment s for employees, subcontractors, and suppliers; and co mplet e
and legally effective releases or waivers (satisfactory to City) of all Lie n right s aris ing
out of or Liens filed in connectio n wit h the Work .
B. Payment Becomes Due:
1. Afte r City’s acceptance of the Applicatio n fo r Payment and accompanying documentation,
requested by Contractor, les s previous payment s made and any sum Cit y is entitled,
including but not limite d to liquidate d damages, will beco me due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Clai m has been reported to Contractor’s
insurance provider fo r resolution.
3. The making of the final payment by the Cit y shall not relieve the Contracto r of any
guarantees or other requirement s of the Cont ract Document s whic h specifically continue
thereafter.
14.08 Final Completion Delayed and Partia l Retainage Release
A. If fina l co mpletio n of the Work is significantly delayed, and if Cit y so confir ms, Cit y may, upon
receipt of Contractor’s fina l Applicatio n fo r Payment , and without terminating the Contract, make
payment of the balance due fo r that port ion of the Work fully completed and accepted. If the
remaining balance to be held by Cit y for Work not fully completed or corrected is les s than the
retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the suret y to the payment of the balance due fo r that
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portio n of the Work fully completed and accepted shall be submitted by Contractor to Cit y with
the Applicatio n fo r suc h payment . Such payment shall be made under the ter ms and conditions
governing fina l payment , except that it shall not constitute a waive r of Contract Claims.
B. Partial Retainage Release. Fo r a Contract that provides fo r a separat e vegetative establishment
and maintenance, and test and performance period s following the co mpletio n of all other
constructio n in the Contract Docu ment s fo r all Work locations , the Cit y may release a portio n of
the amount retained provided that all other wor k is co mpleted as determined by the City. Before
the release, all submittals and final quantities must be co mpleted and accepted for all other work.
An amount sufficient to ensur e Contract co mplianc e will be retained.
14.09 Waiver of Claims
The acceptance of fina l payment will constitut e a re lease of the Cit y fro m all claims or liabilities
under the Contract fo r anything done or furnished or relating to the work under the Contract
Docu ment s or any act or neglect of Cit y related to or connected wit h the Contract.
ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any time and without cause, Cit y may suspend the Work or any portio n thereo f by written
notic e to Contractor and whic h may fix the dat e on whic h Work will be resumed. Contractor shall
resume the Work on the dat e so fixed. During temporary suspension of the Work covered by these
Contract Documents, fo r any reason, the Cit y will make no extr a payment for stand-by time o f
constructio n equipment and/or constructio n crews.
B. Should the Contracto r no t be able to co mplet e a portio n of the Project due to causes beyond the
contro l of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and Cit y that a solutio n to allo w constructio n to proceed is not
available within a reasonable perio d 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 fo r an indefinit e period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
no r beco me damaged in any way, and he shall take every precaution to prevent damage or
deterioratio n of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed fo r the cost of moving his equipment off the jo b and returning the
necessary equipment to the jo b when it is determined by the Cit y that constructio n may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no pro fit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another constructio n project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following event s by way of example, but no t of limitation,
may justif y ter minatio n fo r cause:
1. Contractor’s persistent failur e to perform the Work in accordance wit h the Contract Document s
(including, but no t limited to, failure to supply sufficient skilled workers or suitable materials
or equipment , failur e to adhere to the Project Schedule established under Paragraph 2.07 as
adjusted fro m time to time pursuant to Paragraph 6.04, or failur e to adhere to the City’s
Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph
6.06.D);
2. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor’s repeated disregard of the authorit y of City; or
4. Contractor’s violatio n in any substantial way of any provisions of the Contract Documents;
or
5. Contractor’s failur e to pro mptly make good any defect in materials or work manship, or
defects of any nature, the correctio n of whic h has been directed in writing by the City; or
6. Substantial indicatio n that the Contracto r has made an unauthorized assignment of the
Contract or any funds due therefro m fo r the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor co mmences lega l action in a court of co mpetent jurisdictio n against the City.
B. If one or more of the event s identified in Paragraph 15.02A. occur, Cit y will provide written notice
to Contractor and Suret y to arrange a conference wit h Contractor and Suret y to address
Contractor's failur e to perfor m the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Suret y do no t agree to allo w the Contractor to proceed to
perform the constructio n Contract , the Cit y may, to the extent permitted by Laws and
Regulations , declare a Contractor default and formally ter minat e the Contractor 's right to
co mplet e the Contract . Contractor default shall no t be declared earlier than 20 days after the
Contracto r and Suret y have received notic e of conference to address Contractor's failur e to
perfor m the Work.
2. If Contractor's services are terminated, Suret y shall be obligated to take over and perform the
Work. If Suret y does no t co mmence performance thereo f within 15 consecutive calendar days
after dat e of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or actio n at law, may take over any portio n of the
Work and co mplet e it as described below.
a. If Cit y completes the Work, Cit y may exclude Contractor and Suret y fro m the sit e and
take possession of the Work, and all materials and equipment incorporated int o the Work
stored at the Sit e or for whic h Cit y has paid Contractor or Suret y but whic h are stored
elsewhere, and finis h the Work as Cit y may deem expedient.
3. Whether Cit y or Suret y completes the Work, Contractor shall no t be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds
all claims, costs, losses and damages sustained by Cit y arising out of or resulting from
co mpleting the Work, such excess will be paid t o Contractor. If such clai ms, costs, losses and
damages exceed such unpaid balance, Contracto r shall pay the difference to City. Such claims,
costs, losses and damages incurr ed by Cit y will be incorporated in a Change Order, provided
that when exercising any right s or remedies under this Paragraph, Cit y shall not be required to
obtain the lowest price fo r the Work performed.
4. Neithe r City, no r any of it s respective consult ants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Suret y fo r the metho d by which the
co mpletio n of the said Work, or any portion thereof, may be accomplished or fo r the price paid
therefor.
5. City, notwithstanding the metho d used in completing the Contract , shall not forfeit the right
to recover damages fro m Contractor or Suret y for Contractor's failure to timely co mplet e the
entir e Contract . Contractor shall no t be entitled to any claim on account of the metho d used
by Cit y in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided fo r in the bond requirement s of the Contract Document s or any special guarantees
provided fo r under the Contract Document s or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor’s services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminat e to correct it s failur e to perform
and proceeds diligently to cur e such failur e within no more than 30 days of receipt of said notice.
D. Wher e Contractor’s service s have bee n so ter minated by City, the terminatio n will not affect any
right s or remedie s of Cit y against Contractor t hen existing or whic h may thereafter accrue. Any
retentio n or payment of moneys due Contractor by Cit y will not release Contractor from liability.
E. If and to the extent that Contractor has provided a perfor mance bond under the provisions of
Paragrap h 5.02, the terminatio n procedures of that bond shall not supersed e the provisions of this
Article.
CITY OF FORT WORTH
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GENERAL CONDITIONS
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15.03 City May Terminate For Convenience
A. Cit y may, without cause and without prejudice to any other right or remedy of City, terminat e the
Contract. Any terminatio n shall be effected by mailing a notice of the terminatio n to the Contractor
specifying the extent to whic h performance of Work under the contract is terminated, and the dat e
upo n whic h such terminatio n beco mes effective. Receipt of the notice shall be deemed
conclusively presumed and established when the letter is placed in the United States Postal Servic e
Mail by the City. Further, it shall be deemed conclusively presumed and established that such
ter minatio n is made wit h just cause as therein stated; and no proo f in any claim, demand or suit
shall be required of the Cit y regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop wor k under the Contract on the date and to the extent specified in the notice of ter mination;
2. plac e no further orders or subcontract s fo r materials, services or facilities except as may be
necessary fo r co mpletio n of such portio n of the Work under the Contract as is no t ter minated;
3. ter minat e all order s and subcontract s to the extent that the y relat e to the per formance of the
Work ter minated by notic e of ter mination;
4. transfe r title to the Cit y and deliver in the manner , at the times, and to the extent , if any,
directe d by the City:
a. the fabricated or unfabricated parts, Work in progress, co mplete d Work, supplies and
othe r materia l produced as a part of, or acquire d in connectio n wit h the performance of,
the Work terminated by the notic e of the ter mination; and
b. the co mpleted, or partially completed plans, drawings, infor matio n and other property
which, if the Contract had been co mpleted, would have been required to be furnished to
the City.
5. co mplet e performance of such Work as shall no t have been terminated by the notice of
ter mination; and
6. take such actio n as may be necessary, or as the Cit y may direct , for the protectio n and
preservation of the property related to it s contract whic h is in the possession of the
Contractor and in whic h the owner has or may acquire the rest.
C. At a time not later than 30 days after the terminatio n dat e specified in the notice of termination,
the Contractor may submit to the Cit y a list , certifie d as to quantit y and quality, of any or all ite ms
of terminatio n inventory not previously disposed of, exclusive of items the dispositio n of whic h
has been directed or authorized by City.
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D. Not later than 15 days thereafter, the Cit y shall accept title to such items provided, that the list
submitted shall be subject to verificatio n by the Cit y upo n removal of the items or, if the ite ms are
stored, within 45 days fro m the dat e of submissio n of the list , and any necessary adjust ments to
correct the list as submitted, shall be made prior to final settle ment.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the Cit y in the form and wit h the certification prescribed by the City. Unles s an extensio n
is made in writing within such 60 day perio d by the Contractor, and granted by the City, any and
all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid fo r (without duplicatio n of any items):
1. co mpleted and acceptable Work executed in accordance wit h the Contract Document s prior
to the effective dat e of termination, including fair and reasonable sums fo r overhead and profit on
such Work;
2. expenses sustained prio r to the effective date of terminatio n in performing services and
furnishing labor , materials , or equip ment as required by the Contract Docu ment s in connection
wit h unco mpleted Work, plus fair and reasonable sums fo r overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failur e of the Contracto r and Cit y to agree upo n the whole amount to be paid
to the Contractor by reason of the terminatio n of the Work, the Cit y shall determine, on the basis
of infor matio n available to it , the amount , if any, due to the Contractor by reason of the ter minatio n
and shall pay to the Contractor the amount s determined. Contractor shall not be paid on account
of loss of anticipated profit s or revenue or other econo mic loss arising out of or resulting fro m
such termination.
ARTICLE 16 – DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either Cit y or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 befor e such decisio n becomes final and binding. The request for mediatio n
shall be submitted to the other part y to the Contract . Timely submissio n of the request shall stay
the effect of Paragraph 10.06.E.
B. Cit y and Contracto r shall participat e in the mediatio n process in good faith. The process shall be
co mmenced within 60 days of filing of the request.
C. If the Contract Claim is no t resolve d by mediation, City’s action under Paragraph 10.06.C or a
denia l pursuant to Paragraphs 10.06.C.3 or 10.06.D shall beco me fina l and binding 30 days after
ter minatio n of the mediatio n unless, within that time period, Cit y or Contractor:
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1. elects in writing to invoke any other dispute resolutio n process provided for in the
Supplementar y Conditions ; or
2. agrees wit h the other part y to sub mit the Contract Claim to another dispute resolution
process; or
3. give s writte n notic e to the other part y of the intent to submit the Contract Claim to a court of
co mpetent jurisdiction.
ARTICLE 17 – MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provisio n of the Contract Document s requires the giving of written notice, it will
be deemed to have been validly give n if:
1. delivered in perso n to the individual or to a member of the fir m or to an officer of the
corporatio n fo r who m it is intended; or
2. delivered at or sent by registered or certified mail, postag e prepaid, to the las t business
address known to the give r of the notice.
B. Business address changes must be pro mptly made in writing to the other party.
C. Whenever the Contract Document s specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upo n confir matio n of receipt by the receiving party.
17.02 Computation of Times
When any perio d of time is referred to in the Contract Document s by days, it will be computed to
exclud e the firs t and includ e the las t day of suc h period. If the las t day of any such perio d falls on a
Saturday or Sunday or on a day made a lega l holida y the next Working Day shall beco me the last da y
of the period.
17.03 Cumulative Remedies
The dutie s and obligations imposed by these General Conditions and the right s and remedies available
hereunder to the partie s heret o ar e in additio n to, and are no t to be construed in any way as a limitatio n
of, any right s and remedie s available to any or all of them whic h are otherwise imposed or available
by Laws or Regulations, by specia l 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 Document s in connectio n wit h each particular duty, obligation, right , and remedy to whic h
they apply.
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
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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
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 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
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 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
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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 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
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
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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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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
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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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Revised: January 10, 2013
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-
NONE
NONE
NONE
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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 Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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Page 30 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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Page 31 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 34
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Page 34 of 35
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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 3/08/2024
00 72 00 - 1
GENERAL CONDITIONS
Page 63 of 63
17.04 Survival of Obligations
All representations, inde mnifications, warranties, and guarantees made in, required by, or give n in
accordance wit h the Contract Docu ments, as well as all continuing obligations indicated in the
Contract Docu ments, will survive fina l payment , co mpletion, and acceptance of the Work or
ter minatio n or co mpletio n of the Contract or terminatio n of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted fo r convenience only and do not constitute part s of these
General Conditions.
01 11 00 - 1
SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
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SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
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
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DATE NAME SUMMARY OF CHANGE
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PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised August 17, 2012
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Project Representative
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised August 17, 2012
e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 01 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
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PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised August 17, 2012
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
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01 31 20 - 1
PROJECT MEETINGS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 31 20
PROJECT MEETINGS
[Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.]
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of meeting to be determined by the City.
3. Attendees
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City’s representatives
f. Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
l. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
1.5 SUBMITTALS [NOT 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
RESTAURANT & RETAIL DEVELOPMENT
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01 33 00 - 1
SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
SECTION 01 33 00
SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the City at least 7 Calendar Days prior to release for
manufacture.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with “RFI” followed by series number, “-xxx”, beginning with “01” and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
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]
RESTAURANT & RETAIL DEVELOPMENT
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised December 20, 2012
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
RESTAURANT & RETAIL DEVELOPMENT
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SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
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. Use of Explosives, Drop Weight, Etc. 10
e. Water Department Notification 11
f. Public Notification Prior to Beginning Construction 12
g. Coordination with United States Army Corps of Engineers 13
h. Coordination within Railroad permits areas 14
i. Dust Control 15
j. Employee Parking 16
B. Deviations from this City of Fort Worth Standard Specification 17
1. None. 18
C. Related Specification Sections include, but are not necessarily limited to: 19
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 20
2. Division 1 – General Requirements 21
3. Section 33 12 25 – Connection to Existing Water Mains 22
1.2 PRICE AND PAYMENT PROCEDURES 23
A. Measurement and Payment 24
1. Coordination within Railroad permit areas 25
a. Measurement 26
1) Measurement for this Item will be by lump sum. 27
b. Payment 28
1) The work performed and materials furnished in accordance with this Item 29
will be paid for at the lump sum price bid for Railroad Coordination. 30
c. The price bid shall include: 31
1) Mobilization 32
2) Inspection 33
3) Safety training 34
4) Additional Insurance 35
5) Insurance Certificates 36
6) Other requirements associated with general coordination with Railroad, 37
including additional employees required to protect the right-of-way and 38
property of the Railroad from damage arising out of and/or from the 39
construction of the Project. 40
2. Railroad Flagmen 41
a. Measurement 42
01 35 13 - 2
SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
1) Measurement for this Item will be per working day. 1
b. Payment 2
1) The work performed and materials furnished in accordance with this Item 3
will be paid for each working day that Railroad Flagmen are present at the 4
Site. 5
c. The price bid shall include: 6
1) Coordination for scheduling flagmen 7
2) Flagmen 8
3) Other requirements associated with Railroad 9
3. All other items 10
a. Work associated with these Items is considered subsidiary to the various Items 11
bid. No separate payment will be allowed for this Item. 12
1.3 REFERENCES 13
A. Reference Standards 14
1. Reference standards cited in this Specification refer to the current reference 15
standard published at the time of the latest revision date logged at the end of this 16
Specification, unless a date is specifically cited. 17
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 18
High Voltage Overhead Lines. 19
1.4 ADMINISTRATIVE REQUIREMENTS 20
A. Coordination with the Texas Department of Transportation 21
1. When work in the right-of-way which is under the jurisdiction of the Texas 22
Department of Transportation (TxDOT): 23
a. Notify the Texas Department of Transportation prior to commencing any work 24
therein in accordance with the provisions of the permit 25
b. All work performed in the TxDOT right-of-way shall be performed in 26
compliance with and subject to approval from the Texas Department of 27
Transportation 28
B. Work near High Voltage Lines 29
1. Regulatory Requirements 30
a. All Work near High Voltage Lines (more than 600 volts measured between 31
conductors or between a conductor and the ground) shall be in accordance with 32
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 33
2. Warning sign 34
a. Provide sign of sufficient size meeting all OSHA requirements. 35
3. Equipment operating within 10 feet of high voltage lines will require the following 36
safety features 37
a. Insulating cage-type of guard about the boom or arm 38
b. Insulator links on the lift hook connections for back hoes or dippers 39
c. Equipment must meet the safety requirements as set forth by OSHA and the 40
safety requirements of the owner of the high voltage lines 41
4. Work within 6 feet of high voltage electric lines 42
a. Notification shall be given to: 43
1) The power company (example: ONCOR) 44
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CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
a) Maintain an accurate log of all such calls to power company and record 1
action taken in each case. 2
b. Coordination with power company 3
1) After notification coordinate with the power company to: 4
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 5
lower the lines 6
c. No personnel may work within 6 feet of a high voltage line before the above 7
requirements have been met. 8
C. Confined Space Entry Program 9
1. Provide and follow approved Confined Space Entry Program in accordance with 10
OSHA requirements. 11
2. Confined Spaces include: 12
a. Manholes 13
b. All other confined spaces in accordance with OSHA’s Permit Required for 14
Confined Spaces 15
DELETE the below item, if not required for project. The following link is to Fact Sheet re: Air 16
Permitting: 17
https://www.tceq.texas.gov/assets/public/permitting/air/factsheets/permit-factsheet.pdf 18
D. TCEQ Air Permit 19
1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 20
E. Use of Explosives, Drop Weight, Etc. 21
1. When Contract Documents permit on the project the following will apply: 22
a. Public Notification 23
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 24
prior to commencing. 25
2) Minimum 24 hour public notification in accordance with Section 01 31 13 26
F. Water Department Coordination 27
1. During the construction of this project, it will be necessary to deactivate, for a 28
period of time, existing lines. The Contractor shall be required to coordinate with 29
the Water Department to determine the best times for deactivating and activating 30
those lines. 31
2. Coordinate any event that will require connecting to or the operation of an existing 32
City water line system with the City’s representative. 33
a. Coordination shall be in accordance with Section 33 12 25. 34
b. If needed, obtain a hydrant water meter from the Water Department for use 35
during the life of named project. 36
c. In the event that a water valve on an existing live system be turned off and on 37
to accommodate the construction of the project is required, coordinate this 38
activity through the appropriate City representative. 39
1) Do not operate water line valves of existing water system. 40
a) Failure to comply will render the Contractor in violation of Texas Penal 41
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 42
will be prosecuted to the full extent of the law. 43
b) In addition, the Contractor will assume all liabilities and 44
responsibilities as a result of these actions. 45
G. Public Notification Prior to Beginning Construction 46
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
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1. Prior to beginning construction on any block in the project, on a block by block 1
basis, prepare and deliver a notice or flyer of the pending construction to the front 2
door of each residence or business that will be impacted by construction. The notice 3
shall be prepared as follows: 4
a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 5
beginning any construction activity on each block in the project area. 6
1) Prepare flyer on the Contractor’s letterhead and include the following 7
information: 8
a) Name of Project 9
b) City Project No (CPN) 10
c) Scope of Project (i.e. type of construction activity) 11
d) Actual construction duration within the block 12
e) Name of the contractor’s foreman and phone number 13
f) Name of the City’s inspector and phone number 14
g) City’s after-hours phone number 15
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 16
A. 17
3) City of Fort Worth Door Hangers will be provided to the Contractor for 18
distribution with their notice. 19
4) Submit schedule showing the construction start and finish time for each 20
block of the project to the inspector. 21
5) Deliver flyer to the City Inspector for review prior to distribution. 22
b. No construction will be allowed to begin on any block until the flyer and door 23
hangers are delivered to all residents of the block. 24
H. Public Notification of Temporary Water Service Interruption during Construction 25
1. In the event it becomes necessary to temporarily shut down water service to 26
residents or businesses during construction, prepare and deliver a notice or flyer of 27
the pending interruption to the front door of each affected resident. 28
2. Prepared notice as follows: 29
a. The notification or flyer shall be posted 24 hours prior to the temporary 30
interruption. 31
b. Prepare flyer on the contractor’s letterhead and include the following 32
information: 33
1) Name of the project 34
2) City Project Number 35
3) Date of the interruption of service 36
4) Period the interruption will take place 37
5) Name of the contractor’s foreman and phone number 38
6) Name of the City’s inspector and phone number 39
c. A sample of the temporary water service interruption notification is attached as 40
Exhibit B. 41
d. Deliver a copy of the temporary interruption notification to the City inspector 42
for review prior to being distributed. 43
e. No interruption of water service can occur until the flyer has been delivered to 44
all affected residents and businesses. 45
f. Electronic versions of the sample flyers can be obtained from the Project 46
Construction Inspector. 47
I. Coordination with United States Army Corps of Engineers (USACE) 48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
1. At locations in the Project where construction activities occur in areas where 1
USACE permits are required, meet all requirements set forth in each designated 2
permit. 3
J. Coordination within Railroad Permit Areas 4
1. At locations in the project where construction activities occur in areas where 5
railroad permits are required, meet all requirements set forth in each designated 6
railroad permit. This includes, but is not limited to, provisions for: 7
a. Flagmen 8
b. Inspectors 9
c. Safety training 10
d. Additional insurance 11
e. Insurance certificates 12
f. Other employees required to protect the right-of-way and property of the 13
Railroad Company from damage arising out of and/or from the construction of 14
the project. Proper utility clearance procedures shall be used in accordance 15
with the permit guidelines. 16
2. Obtain any supplemental information needed to comply with the railroad’s 17
requirements. 18
3. Railroad Flagmen 19
a. Submit receipts to City for verification of working days that railroad flagmen 20
were present on Site. 21
K. Dust Control 22
1. Use acceptable measures to control dust at the Site. 23
a. If water is used to control dust, capture and properly dispose of waste water. 24
b. If wet saw cutting is performed, capture and properly dispose of slurry. 25
L. Employee Parking 26
1. Provide parking for employees at locations approved by the City. 27
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CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
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
8/31/2012 D. Johnson
1.4.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
1.4.E – Added Contractor responsibility for obtaining a TCEQ Air Permit
3/11/2022 M Owen
Remove references to Air Pollution watch Days and NCTCOG Clean construction
Specification requirements. Clarify need for Door Hangers under in addition to
contractor notification of public.
13
01 35 13 - 7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
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 - 8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised March 11, 2022
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.
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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.
RESTAURANT & RETAIL DEVELOPMENT
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01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations 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.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
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01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
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01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
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01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
RESTAURANT & RETAIL DEVELOPMENT
106367
01 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 22, 2021
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 Sectio ns 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 consid ered 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 REQUI REMENTS 26
A. Traffic Control 27
1. General 28
a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 29
traffic. 30
b. When traffic control plans are included in the Drawings , provide Traffic 31
Control in accordance with Drawings and Section 34 71 13. 32
c. When traffic control plans are not included in the Drawings , prepare traffic 33
control plans in accordance with Section 34 71 13 and submit to City for 34
review. 35
1) Allow minimum 10 working days for review of proposed Traffic Control. 36
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01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 22, 2021
2) A t raffic control “Typical” published by City of Fort Worth, the Texas 1
Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 2
of Transportation (TxDOT) can be used as an alternative to preparing 3
project/site specific traffic control plan if the typical is applicable to the 4
specific project/site. 5
B. Street Use Permit 6
1. Prior to installation of Traffic Control, a City Street Use Permit is required. 7
a. To obtain Street Use Permit, s ubmit Traffic Control Plans to City 8
Transportation and Public Works Department. 9
1) Allow a minimum of 5 working days for permit review. 10
2) It is the Contractor’s responsibility to coordinate review of Traffic Control 11
plans for Street Use Permit, such that construction is not delayed. 12
C. Modification to Approved Traffic Control 13
1. Prior to installation traffic control: 14
a. Submit revised traffic control plans to City Department Transportation and 15
Public Works Department. 16
1) Revise Traffic Control plans in accordance with Section 34 71 13. 17
2) Allow minimum 5 working days for review of revised Traffic Control. 18
3) It is the Contractor’s responsibility to coordinate review of Traffic Control 19
plans for Street Use Permit, such that construction is not delayed. 20
D. Removal of Street Sign 21
1. If it is determined that a street sign must be removed for construction, then contact 22
City Transportation and Public Works Department, Signs and Markings Division to 23
remove the sign. 24
E. Temporary Signage 25
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 26
requirements of the latest edition of the Texas Manual on Uniform Traffic Control 27
Devices (MUTCD). 28
2. Install temporary sign before the removal of permanent sign. 29
3. When construction is complete, to the extent that the permanent sign can be 30
reinstalled, contact the City Transportation and Public Works Department, Signs 31
and Markings Division, to reinstall the permanent sign. 32
F. Traffic Control Standards 33
1. Traffic Control Standards can be found on the City’s website. 34
1.5 SUBMITTALS [NOT USED] 35
A. Submit all required documentation to City’s Project Representative. 36
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01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 22, 2021
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTA LS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3
1.9 QUALITY ASSURANCE [NOT USED] 4
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5
1.11 FIELD [SITE] CONDITIONS [NOT USED] 6
1.12 WARRANTY [NOT USED] 7
PART 2 - PRODUCTS [NOT USED ] 8
PART 3 - EXECUTION [NOT USED ] 9
END OF SECTION 10
11
Revision Log
DATE NAME SUMMARY OF CHANGE
3/22/2021 M Owen
1.4 A. Added language to emphasize minimizing of lane closures and impact to
traffic.
1.4 A. 1. c. Added language to allow for use of published traffic control “Typicals” if
applicable to specific project/site.
1.4 F. 1) Removed reference to Buzzsaw
1.5 Added language re : submittal of permit
12
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01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
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01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
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01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
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
RESTAURANT & RETAIL DEVELOPMENT
106367
01 60 00
PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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. 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
B. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
C. Any 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.
D. 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.
E. 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]
RESTAURANT & RETAIL DEVELOPMENT
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01 60 00
PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
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01 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
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.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
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PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
RESTAURANT & RETAIL DEVELOPMENT
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01 66 00 - 3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
RESTAURANT & RETAIL DEVELOPMENT
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01 66 00 - 4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
RESTAURANT & RETAIL DEVELOPMENT
106367
01 74 23 - 1
CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
RESTAURANT & RETAIL DEVELOPMENT
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01 74 23 - 2
CLEANING
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
RESTAURANT & RETAIL DEVELOPMENT
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01 74 23 - 3
CLEANING
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
RESTAURANT & RETAIL DEVELOPMENT
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01 74 23 - 4
CLEANING
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised July 1, 2011
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
RESTAURANT & RETAIL DEVELOPMENT
106367
01 77 19 - 1
CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 22, 2021
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 – Biddin g 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 I tem. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUI REMENTS 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
27
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 28
29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
PART 2 - PRODUCTS [NOT USED] 31
32
RESTAURANT & RETAIL DEVELOPMENT
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33 49 10 - 1
STORM DRAIN MANHOLES AND JUNCTION BOXES
Page 1 of 7
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
SECTION 33 49 10 1
STORM DRAIN MANHOLES AND JUNCTION BOXES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Storm drain cast-in-place concrete manholes and junction boxes 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. Division 3 – Concrete 13
4. Section 03 30 00 – Cast-In-Place Concrete 14
5. Section 03 80 00 – Modifications to Existing Concrete Structures 15
6. Section 31 23 16 – Unclassified Excavation 16
7. Section 31 50 00 – Excavation Support and Protection 17
8. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill 18
9. Section 33 05 13 – Frame, Cover and Grade Rings 19
1.2 PRICE AND PAYMENT PROCEDURES 20
A. Measurement and Payment 21
1. Storm Drain Manhole Risers 22
a. Measurement 23
1) Measurement for this Item shall be per each Manhole Riser complete, or 24
completed to the stage of construction required by Drawings. 25
b. Payment 26
1) The work performed and materials furnished in accordance with this Item 27
and will be paid for at the unit price bid per each “Manhole Riser” installed 28
for: 29
a) Various Sizes 30
c. The price bid shall include: 31
1) Mobilization 32
2) Excavation 33
3) Hauling 34
4) Disposal of excess materials 35
5) Furnishing, placement and compaction of embedment 36
6) Furnishing, placement and compaction of backfill 37
7) Manhole construction 38
8) Manhole frames 39
9) Steps 40
33 49 10 - 2
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Page 2 of 7
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
10) Ring and Cover 1
11) Clean-up 2
2. Storm Junction Boxes 3
a. Measurement 4
1) Measurement for this Item shall be per each Junction Box complete, or 5
completed to the stage of construction required by Drawings. 6
b. Payment 7
1) The work performed and materials furnished in accordance with this Item 8
will be paid for at the unit price bid per each “Storm Junction Box” installed 9
for: 10
a) Various sizes 11
c. The price bid shall include: 12
1) Mobilization 13
2) Excavation 14
3) Hauling 15
4) Disposal of excess materials 16
5) Furnishing, placing and compaction of embedment and backfill (except 17
where CSS/CLSM is required around manhole/junction box in construction 18
drawings) 19
6) Junction Box construction 20
7) Junction Box frames 21
8) Steps 22
9) Ring and Cover 23
10) Clean-up 24
3. Storm Junction Structure 25
a. Measurement 26
1) Measurement for this Item shall be per each Junction Structure complete, or 27
completed to the stage of construction required by Drawings. 28
b. Payment 29
1) The work performed and materials furnished in accordance with this Item 30
will be paid for at the lump sum price bid per each “Storm Junction Structure” 31
location. 32
c. The price bid shall include: 33
1) Mobilization 34
2) Excavation 35
3) Hauling 36
4) Disposal of excess materials 37
5) Furnishing, placement and compaction of embedment 38
6) Furnishing, placement and compaction of backfill 39
7) Junction Box construction 40
8) Junction Box frames 41
9) Steps 42
10) Ring and Cover 43
11) Clean-up 44
4. Imported Embedment/Backfill - CSS/CLSM 45
a. Measurement 46
1) Measured by the cubic yard as delivered to the site and recorded by truck 47
ticket provided to the City 48
b. Payment 49
33 49 10 - 3
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CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
1) Imported CSS/CLSM backfill around manholes/junction boxes shall be 1
paid when the following conditions exist: 2
a) When depths are 15 feet and greater/under existing or future pavement 3
b) When working in redevelopment areas where work is required in 4
constrained spaces 5
c) When required in the Construction Drawings 6
7
The work performed and materials furnished in accordance with this Item 8
and measured as provided under “Measurement” will be paid for at the unit 9
price bid per cubic yard of “Imported Embedment/Backfill, CSS” or 10
“Imported Embedment/Backfill, CLSM” for material placed in areas 11
around manholes/junction boxes. 12
13
NOTES TO DESIGNER – IF THE ABOVE CONDITIONS EXIST, USE OF CSS 14
OR CLSM FOR EMBEDMENT/BACKFILL AROUND STRUCTURES IS 15
REQUIRED TO BE SHOWN ON DRAWINGS ON PLAN/PROFILE. 16
1.3 REFERENCES 17
A. Reference Standards 18
1. Reference standards cited in this Specification refer to the current reference 19
standard published at the time of the latest revision date logged at the end of this 20
Specification, unless a date is specifically cited. 21
2. ASTM International (ASTM): 22
a. C478, Standard Specification for Precast Reinforced Concrete Manhole 23
Sections. 24
b. D4101, Standard Specification for Polypropylene Injection and Extrusion 25
Materials. 26
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 27
1.5 SUBMITTALS 28
A. Submittals shall be in accordance with Section 01 33 00. 29
B. All submittals shall be approved by the City prior to delivery. 30
1.6 ACTION SUBMITTALS/INFORMATION SUBMITTALS 31
A. Certificates 32
1. Furnish manufacturer’s certificate of compliance that their product meets the 33
physical testing requirements of this Specification for the materials referenced. 34
33 49 10 - 4
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Page 4 of 7
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
1.7 CLOSEOUT SUBMITTALS [NOT USED] 1
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2
1.9 QUALITY ASSURANCE [NOT USED] 3
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4
1.11 FIELD [SITE] CONDITIONS [NOT USED] 5
1.12 WARRANTY [NOT USED] 6
PART 2 - PRODUCTS 7
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 8
2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS – CAST IN PLACE 9
A. Concrete 10
1. Furnish concrete that conforms to the provisions of Section 03 30 00. 11
B. Reinforcing Steel 12
1. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 13
C. Frames, Grates, Rings, and Covers 14
1. Provide frames, grates, rings and covers that conform to dimensions and materials 15
shown on Drawings and Section 33 05 13. 16
2. Ensure that covers and grates fit properly into frames and seat uniformly and 17
solidly. 18
D. Backfill – CSS/CLSM (when required in construction Drawings) – Conform to Section 19
33 05 10. 20
E. Steps 21
1. Provide polypropylene supports and steps to the shape and dimensions shown on 22
Drawings that meet the requirements of ASTM D4101 and ASTM C478, Section 23
16, “Steps and Ladders.” 24
2.3 EQUIPMENT, PRODUCT TYPES AND MATERIALS – PRECAST 25
A. Manufacturers 26
1. Only the manufacturers as listed on the City’s Standard Products List will be 27
considered as shown in Section 01 60 00. 28
a. The manufacturer must comply with this Specification and related Sections. 29
2. Any product that is not listed on the Standard Products List is considered a 30
substitution and shall be submitted in accordance with Section 01 25 00. 31
B. Materials 32
1. Precast Reinforced Concrete Sections – Conform to ASTM C478. 33
2. Precast Joints 34
a. Provide gasketed joints in accordance with ASTM C443. 35
b. Minimize number of segments. 36
c. Use long joints at the bottom and shorter joints toward the top. 37
33 49 10 - 5
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Page 5 of 7
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
d. Include manufacturer’s stamp on each section. 1
3. Lifting Devices 2
a. Manhole sections and cones may be furnished with lift lugs or lift holes. 3
1) If lift lugs are provided, place 180 degrees apart. 4
2) If lift holes are provided, place 180 degrees apart and grout during manhole 5
installation. 6
4. Frame and Cover – Conform to Section 33 05 13. 7
5. Backfill – CSS/CLSM (when required in construction Drawings) – Conform to 8
Section 33 05 10. 9
6. Grade Ring – Conform to Section 33 05 13 and ASTM C478. 10
7. Pipe Connections 11
a. Utilize either an integrally cast embedded pipe connector or a boot-type 12
connector installed in a circular block out opening conforming to ASTM C923. 13
2.4 ACCESSORIES [NOT USED] 14
2.5 SOURCE QUALITY CONTROL [NOT USED] 15
PART 3 - EXECUTION 16
3.1 INSTALLERS [NOT USED] 17
3.2 EXAMINATION [NOT USED] 18
3.3 PREPARATION [NOT USED] 19
3.4 INSTALLATION 20
A. General 21
1. Perform all concrete work in accordance with Division 3. 22
2. Use of forms is required for all concrete walls, except where the nature of the 23
surrounding material is such that it can be trimmed to a smooth vertical face 24
a. Outside form for concrete bases supporting brick walls may be omitted with 25
approval from the Engineer. 26
3. Cast polypropylene supports and steps into concrete walls when concrete is placed 27
or drill and grout steps in place after concrete placement. 28
B. Excavation and Embedment 29
1. Conform to the requirements of Section 31 23 16, Section 31 50 00 and Section 33 30
05 10, where applicable. 31
C. Manholes for Precast Concrete Drain Pipes 32
1. Construct manholes for precast concrete pipe drains as soon as is practicable after 33
drain lines into or through the manhole locations are completed. 34
2. Neatly cut all drain pipes at the inside face of the walls of the manhole and point up 35
with mortar. 36
D. Manholes for Monolithic Drain Pipes 37
1. Construct bases for manholes on monolithic drain pipes either monolithically with 38
the drain pipe or after the pipe is constructed. 39
33 49 10 - 6
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Page 6 of 7
CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
E. Manholes for Box Drains 1
1. Cast bases for manholes for box drains as an integral part of the drainage system. 2
2. Manholes may be constructed prior to backfilling or, if the Contractor so elects, 3
manhole opening may be temporarily covered with timber to facilitate compaction 4
of backfill for the pipe system as a whole with tractor equipment. 5
a. Perform required excavation for manhole, construct manhole and backfill in 6
accordance with Drawings. 7
3. For manholes that are over 5-feet deep, include all manhole steps required in the 8
wall of the box drain. 9
F. Junction Structures 10
1. All structures shall be installed as specified in Drawings. 11
G. Inverts 12
1. Shape and route floor inverts passing out or through the manhole as shown on the 13
Drawings. 14
2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 15
the required additional material with the base. 16
H. Curing 17
1. Cure all exposed concrete as required in Division 3. 18
I. Finishing 19
1. Finish all concrete as required in Division 3. 20
J. Form Removal 21
1. Remove concrete form as required in Division 3. 22
K. Placement and Treatment of Castings, Frames, and Fittings 23
1. Place castings, frames and fittings in positions indicated on Drawings or as directed 24
by Engineer, true to line and correct elevation. 25
2. Frames or fittings set in new concrete or mortar 26
a. Place and position anchors or bolts before concrete mortar is placed. 27
b. Do not disturb unit until mortar or concrete has set. 28
3. Frames or fittings placed upon previously constructed masonry 29
a. Bring bearing surface or masonry true to line and grade, and present an even 30
bearing surface, so that entire face or back of unit will come in contact with 31
masonry. 32
b. Set unit in mortar beds or anchor to masonry, as indicated on Drawings or as 33
directed and approved by the Engineer. 34
4. Ensure that units are set firm and secure. 35
5. Allow concrete or mortar to harden for a minimum 7 days. 36
6. Replace and fasten down grates or covers. 37
33 49 10 - 7
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CITY OF FORT WORTH RESTAURANT & RETAIL DEVELOPMENT
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 106367
Revised December 13, 2024
3.5 REPAIR / RESTORATION [NOT USED] 1
3.6 RE-INSTALLATION [NOT USED] 2
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3
3.8 SYSTEM STARTUP [NOT USED] 4
3.9 ADJUSTING [NOT USED] 5
3.10 CLEANING [NOT USED] 6
3.11 CLOSEOUT ACTIVITIES [NOT USED] 7
3.12 PROTECTION [NOT USED] 8
3.13 MAINTENANCE [NOT USED] 9
3.14 ATTACHMENTS [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
12/13/24 M Owen
Renamed specification
1.1 C. – Referenced 33 05 10
1.2 A. Revised to add pay item when imported CSS/LSM is required in Construction
Drawings
2.2 B. – Referenced 33 05 10 for import CSS/CLSM material if required in
Construction Drawings
2.3 – Added Precast requirements
13
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 22, 2021
PART 3 - EXECUTION 1
3.1 INSTALLERS [NOT USED] 2
3.2 EXAMINATION [NOT USED] 3
3.3 PREPARATION [NOT USED] 4
3.4 CLOSEOUT PROCEDURE 5
A. Prior to requesting Final Inspection, submit: 6
1. Project Record Documents in accordance with Section 01 78 39 7
2. Operation and Maintenance Data, if required, in a ccordance with Section 01 78 23 8
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 9
01 74 23. 10
C. Final Inspection 11
1. After final cleaning, provide notice to the City Project Representative that the Work 12
is completed. 13
a. The City will make an init ial Final Inspection with the Contractor present. 14
b. Upon completion of this inspection, the City will notify the Contractor, in 15
writing within 10 business days, of any particulars in which this inspection 16
reveals that the Work is defective or incomplete. 17
2. Upon receiving written notice from the City, immediately undertake the Work 18
required to remedy deficiencies and complete the Work to the satisfaction of the 19
City. 20
3. The Right-of-way shall be cleared of all construction materials, barricades, and 21
temporary signage. 22
4. Upon completion of Work associated with the items listed in the City's written 23
notice, inform the City that the required Work has been completed. Upon receipt of 24
this notice, the City, in the presence of the Contractor, will make a subsequent Final 25
Inspection of the project. 26
5. Provide all special accessories required to place each item of equipment in full 27
operation. These special accessory items include, but are not limited to: 28
a. Specified spare parts 29
b. Adequate oil and grease as required for the first lubrication of the equipment 30
c. Initial fill up of all chemical tanks and fuel tanks 31
d. Light bulbs 32
e. Fuses 33
f. Vault keys 34
g. Handwheels 35
h. Other expendable items as required for initial start-up and operation of all 36
equipment 37
D. Notice of Project Completion 38
1. Once the City Project Representative find s the Work subsequent to Final Inspection 39
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 40
E. Supporting Documentation 41
RESTAURANT & RETAIL DEVELOPMENT
106367
01 77 19 - 3
CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 22, 2021
1. Coordinate with the City Project Representative to complete the following 1
additional forms: 2
a. Final Payment Request 3
b. Statement of Contract Time 4
c. Affidavit of Payment and Release of Liens 5
d. Consent of Surety to Final Payment 6
e. Pipe Report (if required) 7
f. Contractor’s Evaluation of City 8
g. Performance Evaluation of Contractor 9
F. Letter of Final Acceptance 10
1. Upon review and acceptance of Notice of Project Completion and Supporting 11
Documentation, in accordance with General Conditions, City will issue Letter of 12
Final Acceptance and release the Final Payment Request for payment. 13
3.5 REPAIR / RESTORATION [NOT USED] 14
3.6 RE-INSTALLATION [NOT USED] 15
3.7 FIELD [OR] SITE QUALITY CONTR OL [NOT USED] 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 [NOT USED] 21
3.13 MAINTENANCE [NOT USED] 22
3.14 ATTACHMENTS [NOT USED] 23
END OF SECTION 24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to “Clearing ROW”
26
RESTAURANT & RETAIL DEVELOPMENT
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Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 11 , 2022
SECTION 33 49 20 1
CURB AND DROP INLETS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes : 5
1. Construction of inlets, complete in place or to the stage detailed 6 a. Including furnishing and installing frames, grates, rings and covers 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. Division 3 – Concrete 13
4. Section 02 41 13 – Selective Site Demolition 14
5. Section 03 30 00 – Cast-In-Place Concrete 15
6. Section 03 80 00 – Modifications to Existing Concrete Structures 16
7. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill 17
8. Section 33 05 13 – Frame, Cover and Grade Rings 18
9. Section 33 05 14 – Adjusting Manholes, Inlets, Valve Boxes and Other Structures 19
to Grade 20
1.2 PRICE AND PAYMENT PROCEDURES 21
A. Measurement and Payment 22
1. Measurement 23
a. Measurement for this Item shall be per each inlet complete in place. 24
2. Payment 25
a. The work performed and the materials furnished in accordance with this Item 26
shall be paid for at the unit price bid per each “Inlet” installed for or per 27
“Remove and Replace Inlet Top”: 28
1) Various types 29
2) Various sizes 30
3. The price bid shall include: 31
a. Furnishing and installing the specified Inlet 32
b. Mobilization 33 c. Excavation 34
d. Hauling 35
e. Disposal of excess materials 36
f. Furnishing, placement and compaction of embedment 37
g. Furnishing, placement and compaction of backfill 38 h. Concrete 39
i. Reinforcing steel 40
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 11 , 2022
j. Mortar 1 k. Aluminu m and castings 2
l. Frames 3
m. Grates 4
n. Rings and covers 5
o. Clean-up 6
1.3 REFERENCES 7
A. Reference Standards 8
1. Reference standards cited in this Specification refer to the current reference 9
standard published at the time of the latest revision date logged at the end of this 10
Specif ication , unless a date is specifically cited . 11
2. ASTM International (ASTM ): 12
a. C478, Standard Specification for Precast Reinforced Concrete Manhole and 13
Inlet Sections . 14
b. D4101, Standard Specification for Polypropylene Injection and Extrusion 15
Materials . 16
c. C309, Standard Specification for Liquid Membrane-Forming Compounds for 17 Curing Concrete. 18
3. Texas Department of Transportation (TxDOT). 19
a. Departmental Materials Specification (DMS): 20
1) 7340, Qualification Procedure for Multi-Project Fabrication Plants of 21 Precast Concrete Manholes and Inlets. 22
1.4 ADMINISTRATIVE REQUI REMENT [NOT USED] 23
1.5 SUBMITTALS 24
A. Submittals shall be in accordance with Section 01 33 00. 25
B. All submittals shall be approved by the City prior to delivery. 26
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTA LS 27
A. Product Data 28
1. Precast Concrete Inlet 29
2. Pipe connections at inlet walls 30
3. Stubs and stub plugs 31
4. Admixtures 32
5. Concrete Mix Design 33
1.7 CLOSEOUT SUBMITTALS [NOT USED] 34
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35
1.9 QUALITY ASSURANCE [NOT USED] 36
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 37
1.11 FIELD [SITE] CONDITIONS [NOT USED ] 38
1.12 WARRANTY [NOT USED] 39
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 11 , 2022
PART 2 - PRODUCTS 1
2.1 OWNER -FURNISHED [OR ] OWNER -SUPPLIEDPROD UCTS [NOT USED] 2
2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 3
A. Materials 4
1. Concrete 5
a. Furnish concrete that conforms to the provisions of Section 03 30 00. 6
2. Reinforcing Steel 7
a. Furnish reinforcing steel that conforms to the requirements of Section 03 30 00. 8
3. Mortar 9
a. Furnish mortar per Section 03 80 00. 10
4. Steps 11
a. Provide polypropylene supports and steps conforming to the shape and 12
dimensions shown on the Drawings that meet the requirements of ASTM 13
D4101 and ASTM C 478, Section 16, “Steps and Ladders.” 14
5. Curing Materials 15
a. Curing materials shall conform to the provisions of Division 3 . 16
6. Frames, Grates, Rings and Covers 17 a. Provide frames, grates , rings and covers that conform to dimensions and 18
materials shown on Drawings and Section 33 05 13. 19
b. Ensure that covers and grates fit properly into frames and seat uniformly and 20
solidly. 21
2.3 ACCESSORIES [NOT USED] 22
2.4 SOURCE QUALITY CONTROL [NOT USED] 23
PART 3 - EXECUTION 24
3.1 INSTALLERS [NOT USED ] 25
3.2 EXAMINATION [NOT USED] 26
3.3 PREPARATION 27
A. Removal 28
1. Remove all or portions of existing structures in accordance with Section 02 41 13. 29
2. Drill, dowel, and grout in accordance with Section 03 30 00. 30
3.4 INSTALLATION 31
A. Interface with Other Work 32
1. All types of inlets may be built either in 1 stage or in 2 stages, described as Stage I 33
and Stage II. 34
a. Build inlets designed to match the final roadway surface in stages. 35
2. Construct the Stage I portion of inlets as shown on the Drawings or as specified in 36
this Section . 37
a. Furnish and install a temporary cover as approved by the Engineer. 38
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 11 , 2022
3. Construct Stage II after the pavement structure is substantially complete unless 1 otherwise approved by the Engineer. 2
a. For Stage II, construct the remaining wall height and top of inlet and furnish 3
and install any frames, grates, rings and covers, manhole steps, curb beams or 4
collecting basins required. 5
B. Cast -In-Place Inlets 6
1. Construct cast-in -place inlets in accordance with Section 03 30 00. 7 a. Forms will be required for all concrete walls. 8
b. Outside wall forms for cast-in -place concrete may be omitted with the approval 9
of the Engineer if the surrounding material can be trimmed to a smooth vertical 10
face. 11
2. Cast polypropylene steps into the concrete walls when the concrete is placed, or 12
drill and grout steps in place after concrete placement. 13
C. Inlets for Precast Concrete Drain Pipe s 14
1. Construct inlets for precast concrete drain pipes as soon as is practicable after storm 15
drain lines into or through the inlet locations are completed. 16
a. Neatly cut all pipes at the inside face of the walls of the inlet and point up with 17
mortar. 18
D. Inlets for Monolithic Drain Pipes 19
1. Construct bases for inlets on monolithic drain pipes either monolithically with the 20
storm drain or after the storm drain is constructed. 21
E. Inverts 22
1. Shape and route floor inverts passing out or through the inlet as shown on the 23
Drawings . 24
2. Shape by adding and shaping mortar or concrete after the base is cast or by placing 25 the required additional material with the base. 26
F. Finishing Complete Inlets 27
1. Complete inlets in accordance with the Drawings . 28
2. Backfill to original ground elevation in accordance with Section 33 05 10. 29
G. Finishing Stage I Construction 30
1. Complete Stage I construction by constructing the walls to the elevations shown on 31 the Drawings and backfilling to required elevations in accordance with Section 33 32
05 10. 33
H. Stage II Construction 34
1. Construct subgrade and base course or concrete pavement construction over Stage I 35
inlet construction, unless otherwise approved by the Engineer. 36
2. Excavate to expose the top of Stage I construction and complete the inlet in 37 ac cordance with the Drawings and these Specifications, including backfill and 38
cleaning of all debris from the bottom of the manhole or inlet. 39
I. Form Removal 40
1. Forms used in the construction of “Inlets” which support vertical loads will remain 41
in place at least 24 hours after the concrete is placed. 42
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 11 , 2022
2. Other forms shall remain in place for a minimum time 24 hours after concrete is 1 placed, unless otherwise directed by the Engineer. 2
J. Curing 3
1. Cure all exposed concrete as required in Section 03 30 00. 4
K. Finishing 5
1. Conform to Section 03 30 00. 6
3.5 REPAIR [NOT USED] 7
3.6 RE-INSTALLATION [NOT USED] 8
3.7 FIELD [OR] SITE QUALITY CONTR OL [NOT USED] 9
3.8 SYSTEM STARTUP [NOT USED] 10
3.9 ADJUSTING 11
A. Refer to Section 33 05 14. 12
3.10 CLEANING [NOT USED] 13
3.11 CLOSEOUT ACTIVITIES [NOT USED] 14
3.12 PROTECTION [NOT USED ] 15
3.13 MAINTENANCE [NOT USED] 16
3.14 ATTACHMENTS [NOT USED] 17
END OF SECTION 18
19
Revision Log
DATE NAME SUMMARY OF CHANGE
3/11/2022 M Owen Revised measurement and payment section to include bid item for “Remove and
Replace Inlet Top”
20
21 22
RESTAURANT & RETAIL DEVELOPMENT
106367
01 60 00
PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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. 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
B. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
C. Any 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.
D. 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.
E. 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]
RESTAURANT & RETAIL DEVELOPMENT
106367
01 60 00
PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number]
Revised March 9, 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
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
RESTAURANT & RETAIL DEVELOPMENT
106367
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 NF 1274 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 (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (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
12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72"
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"
09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.
Manhole, 32" Opening and Flat top, (No
Transition Cones) ASTM C 478 48" to 84" I.D.
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 Geneva Pipe and Precast (Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas
03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone
ASTM C-478; ASTM C-923;
ASTM C-443
03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone
04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe
Sewer -(WAC) Wastewater Access Chamber 33 39 40
12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poopit)
For use when Std. MH cannot be
installed due to depth
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) Triplex Lining System MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST Updated: 6-18-25
* 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 Updated: 6-18-25
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
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
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
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 Casing 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
03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12
09/03/24 33 05 13 Casing Spacers Raci (Completely HDPE)
Per Manufacturers Requirements (Sewer
Applications Only)8" - 12" (Sewer Only)
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 Item #95-Manhole, #98- Pipe 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/ 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 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP
ASTM D3262, ASTM D3681,
ASTM D4161, AWWA M45
09/03/24 33 31 13 Fiberglass Pipe (FRP) Superlit Boru Sanayi A.S. Superlit FRP
ASTM D3262, ASTM D3517,
ASTM 3754, AWWA C950
* 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 Updated: 6-18-25
Sewer - Pipe/Polymer Pipe
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"
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115)
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115)
ASTM D 3034 4" thru 15"
12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115) ASTM D3034 4" thru 15"
12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) PS 115 ASTM F 679 18" - 28"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake)Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) 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 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) 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(Westlake) SDR 26 PS 115 ASTM F-679 18"- 36"
* 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 Updated: 6-18-25
Water - Appurtenances 33-12-10 (07/01/13)
09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1"-2" SVC, up to 16" Pipe
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
03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 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
03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only
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)
None
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 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 American Flow Control (AFC) Waterous Pacer WB67 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"
* 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 Updated: 6-18-25
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-16"
12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18
AWWA C900, AWWA C605,
ASTM D1784 16"-18"
09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-16"
09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR18
AWWA C900, AWWA C605,
ASTM D1784 16"-18"
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(Westlake) DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) 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"
04/07/69 Interior Restrained Joint System Hultec Hydrogrip-R
ASTM D395, D412, D471, D573,
D883, D1149, D1229, D1349,
D1414, D1415, D1566, F913
4'-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 5
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST Updated: 6-18-25
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, 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"
09/03/24 33 12 21 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48"
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
03/07/23 33 12 50 Water Sampling Station Kupferle Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50
09/02/24 33 12 50 Water Sampling Station Mueller Water Products, Inc.Model BSS01-36-MUDG2-CSD-NL, Freeze
Proof, Hasp for Locking Access Hatch
This product removed
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)
Yellow Highlight indicates recent changes
The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical
Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s
Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water
* From Original Standard Products List 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
Concrete
Class A (Sidewalk, ADA Ramps, Driveways, Curb/Gutter, Median Pavement)
9/9/2022 32 13 20 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6% Air
4/3/2025 32 13 20 Mix Design Big Town Concrete 2211 3000 psi 3-5" Slump; 3-6% Air
7/16/2025 32 13 20 Mix Design Big Town Concrete 22113 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Burnco Texas 30U101AG 3000 psi 3-5" Slump; 3-6% Air
4/1/2024 32 13 20 Mix Design Burnco Texas 30U500BG 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502021 3500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% Air
4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design City Concrete Company 30HA20II 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 250 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 20 Mix Design Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Amrize/ Holcim 1261 3000 psi 3-5" Slump; 3-6% Air
9/23/2024 32 13 20 Mix Design Amrize/ Holcim 5177 3000 psi 3-5" Slump; 3-6% Air
5/8/2025 32 13 20 Mix Design Amrize/ Holcim 530WA-T1 3000 psi 3-5" Slump; 3-6% Air
4/7/2023 32 13 20 Mix Design Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2136214 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6% Air
4/1/2023 32 13 20 Mix Design Martin Marietta R2136N14 3000 psi 3-5" Slump; 3-6% Air
6/1/2023 32 13 20 Mix Design Martin Marietta R2136R20 3000 psi 3-5" Slump; 3-6% Air
6/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3000 psi 3-5" Slump; 3-6% Air
11/2/2022 32 13 20 Mix Design Martin Marietta R2141K24 4000 psi 3-5" Slump; 3-6% Air
4/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump; 4.5-7.5% Air
5/9/2025 32 13 20 Mix Design Martin Marietta R2136R14 3000 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-NY 3000 psi 3-5" Slump; 3-6% Air
7/10/2023 32 13 20 Mix Design Osburn 30A50MR 3000 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 20 Mix Design Rapid Redi Mix RRM5020A 3000 psi 3-5" Slump; 3-6% Air
1/24/2023 32 13 20 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6% Air
12/22/2025 32 13 20 Mix Design Rapid Redi Mix 3250AL With 50% Slag 3000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 20 Mix Design SRM Concrete 30850 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 20 Mix Design SRM Concrete 30350 3000 psi 3-5" Slump; 3-6% Air
10/18/2024 32 13 20 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6% Air
10/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design Titan Ready Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6% Air
11/17/2025 32 13 20 Mix Design True Grit Redi Mix 450.230 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air
Class CIP (Inlets, Manholes, Junction Boxes, Encasement, Blocking, Collars, (Spread Footing Pedestal Pole Foundations —Reference Detail 34 41 10-D605A))
9/9/2022 32 13 13 Mix Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3% Air
9/9/2022 32 13 13 Mix Design Burnco Texas 40U500BG 4000 psi 3-5" Slump; 3-6% Air
8/21/2025 33 13 13 Mix Design Burnco Texas 36U500BG 1" 20% MRWR AIR (Lighting and Signal Footing Foundation)3600 psi 3-5" Slump; 3-6% Air
4/28/2025 34 13 13 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air
4/28/2025 35 13 13 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air
4/28/2025 36 13 13 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6% Air
8/4/2025 37 13 13 Mix Design Chisholm Trail Redi Mix CTFW5020A 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air
5/7/2025 32 13 13 Mix Design Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design Amrize/ Holcim 1701 4000 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design Amrize/ Holcim 1551 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 5409 4000 psi 3-5" Slump; 3-6% Air
8/14/2025 32 13 13 Mix Design Amrize/ Holcim 540WA-T1 With 20% Fly Ash and 30% Slag 4000 psi 3-5" Slump; 3-6% Air
4/27/2023 32 13 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2141230 4000 psi 3-5" Slump; 3-6% Air
8/4/2023 32 13 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5" Slump; 3-6% Air
11/20/2023 32 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air
11/20/2023 32 13 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/31/2025
Page 1 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/31/2025
9/9/2022 32 13 13 Mix Design Martin Marietta R2142233 3600 psi 3-5" Slump; 4.5-7.5% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6% Air
5/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6% Air
5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air
5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air
9/12/2023 32 13 13 Mix Design NBR Ready Mix CLS P1-YY 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air
9/16/2024 32 13 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air
4/28/2025 32 13 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air
11/24/2025 03 30 00 Mix Design SRM Concrete 45852 4500 psi 3-5" Slump; 4.5-7.5% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air
10/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6% Air
Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 31 41 10-D605)
8/21/2025 32 13 13 Mix Design Burnco Texas 40U502BG 1" 20% HRWR AIR 3600 psi 6-8" Slump; 3-6% Air
6/21/2023 32 13 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" Slump; 3-6% Air
10/30/2024 32 13 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slump; 3-6% Air
9/11/2025 32 13 13 Mix Design Gonzalez Brothers P6020LA 3600 psi 5.5-7.5" Slump; 3-6% Air
12/5/2022 32 13 13 Mix Design Amrize/ Holcim 1822 3600 psi 5.5-7.5" Slump; 0-3% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 1859 4000 psi 5.5-7.5" Slump; 3-6% Air
4/7/2023 32 13 13 Mix Design Liquid Stone C361DHR 3600 psi 5.5-7.5" Slump; 3-6% Air
6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6% Air
6/27/2023 32 13 13 Mix Design Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air
5/9/2025 32 13 13 Mix Design Martin Marietta U2146R41 3600 psi 5-7" Slump; 3-6% Air
8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Slump; 3-6% Air
8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K0524 3600 psi 5.5" Slump; 3-6% Air
Class C (Headwalls, Wing walls, Culverts)
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-1 3600 psi 3-5" Slump; 3-6% Air
8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6" Slump: 3-6% Air
8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4000 4000 psi 3-5" Slump; 3-6% Air
4/1/2023 32 13 13 Mix Design Martin Marietta 310LBP 3600 psi 3-5" Slump; 4-7% Air
8/30/2023 32 13 13 Mix Design Martin Marietta R2141R30 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6% Air
Class P (Machine Placed Paving)
4/3/2025 32 13 13 Mix Design Big Town Concrete 4511 3600 psi 1-3" Slump; 3-6% Air
4/3/2025 32 13 13 Mix Design Big Town Concrete 4411 3600 psi 1-3" Slump; 3-6% Air
6/30/2025 32 13 13 Mix Design Big Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
6/30/2025 30 13 13 Mix Design Big Town Concrete 52113 With 30% Slag 4000 psi 1-3" Slump; 3-6% Air
6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi 1-3" Slump; 3-6% Air
9/30/2025 30 13 13 Mix Design Burnco Texas 40U553BG 1" 20% MRWR AIR 4000 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6% Air
11/6/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design City Concrete Company 36LA2011 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi 1-3" Slump; 3-6% Air
11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slump; 3-6% Air
2/6/2024 32 13 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3" Slump; 3-6% Air
5/12/2025 32 13 13 Mix Design Amrize/ Holcim 1703 4000 psi 1-3" Slump; 3-6% Air
10/3/2025 32 13 13 Mix Design Amrize/ Holcim 5405 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 4000 psi 1-3" Slump; 3-6% Air
11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4000 psi 1-3" Slump; 3-6% Air
…CIP Concrete (Continues)
Page 2 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/31/2025
…Class P Concrete (Continues)
5/5/2025 32 13 13 Mix Design Martin Marietta Q2141N27 4000 psi 1-3" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-NY 3600 psi 1-3" Slump; 3-6% Air
12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50% Slag 4000 psi 1-3" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40068 4000 psi 1-3" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6% Air
9/16/2024 32 13 13 Mix Design SRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
10/18/2024 32 13 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air
6/5/2025 32 13 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 20%With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP Straight Cement 4000 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 psi 1-3" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5% Air
6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air
6/23/2025 32 13 13 Mix Design True Grit Redi Mix 360.230M 4000 psi 1-3" Slump; 3-6% Air
Class H (Hand Placed Paving, Valley Gutter)
9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6% Air
5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air
4/3/2025 32 13 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Slump; 3-6% Air
4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air
7/16/2025 32 13 13 Mix Design Big Town Concrete 62113 With 30% Slag 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Burnco Texas 45U500BG 4500 psi 3-5" Slump; 3-6% Air
9/30/2025 33 13 13 Mix Design Burnco Texas 45U100AG 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5" Slump; 3-6% Air
4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW6520A 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design City Concrete Company 45NA20II 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/4500 psi 3-5" Slump; 4-6% Air
9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air
10/4/2024 32 13 13 Mix Design Amrize/ Holcim 5507 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 1851 4500 psi 3-5" Slump; 3-6% Air
5/8/2025 32 13 13 Mix Design Amrize/ Hocim 545WA-T1 4500 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6% Air
11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6% Air
8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6% Air
11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slump; 3-6% Air
5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air
12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6% Air
12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Slump; 3-6% Air
11/15/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" Slump; 3-6% Air
11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Martin Marietta R2146042 4500 psi 3-5" Slump; 3-6% Air
6/3/2025 32 13 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air
10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6% Air
7/10/2023 32 13 13 Mix Design Osburn 45A60MR 4500 psi 3-5" Slump; 3-6% Air
1/24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6% Air
12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air
5/23/2025 32 13 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air
10/24/2024 32 13 13 Mix Design SRM Concrete 45850 With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air
10/18/2024 32 13 13 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP 20%With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air
7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP Straight Cement 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air
9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air
6/12/2025 32 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6% Air
6/23/2025 32 13 13 Mix Design True Grit Redi Mix 365.230H 4500 psi 3-5" Slump: 3-6% Air
10/9/2024 32 13 13 Mix Design Wildcatter 4520AI 4500 psi 3-5" Slump; 3-6% Air
Page 3 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/31/2025
Class HES (High Early Strength Paving)
9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3%< Air
12/10/2025 32 13 13 Mix Design Burnco Texas 70U100AG 1 day average psi >4000 psi 7000 psi 3-5" Slump; 3-6% Air
11/18/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTTX70AHES 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-1NC 4500 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air
1/18/2023 32 13 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Amrize/ Holcim 2125 5000 psi 3-5" Slump; 3-6% Air
1/24/2023 32 13 13 Mix Design Liquid Stone C451DHR-A 4500 psi 3-5" Slump; 3-6% Air
4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi @ 24hr.3-5" Slump; 3-6% Air
2/10/2023 32 13 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slump; 3-6% Air
2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air
Class S (Bridge Slabs, Top Slabs of Direct Traffic Culverts, Approach Slabs)
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6% Air
9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air
1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6" Slump; 3-6% Air
5/3/2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5% Air
4/1/2023 32 13 13 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air
8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6% Air
4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slump; 3-6% Air
4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-YY 4000 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design SRM Concrete 40850 With 20% Fly Ash 4000 psi 3-5" Slump; 3-6% Air
4/5/2025 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air
5/5/2023 32 13 13 Mix Design SRM Concrete D100008553CB 4000 psi 3-5" Slump; 3-6% Air
Concrete Base Trench Repair
4/1/2023 03 34 16 Mix Design Burnco Texas 10YH50BF 1000 psi Flowable; 8.5-11.5% Air
9/9/2022 03 34 16 Mix Design Burnco Texas 08Y450BA 800 psi 5-7" Slump; 3-6% Air
12/19/2025 03 34 16 Mix Design Cow Town Redi Mix 330-S8 750 psi 5.5-8.5" Slump; 5-15%
9/30/2025 03 34 16 Mix Design Martin Marietta YN81O001 750 psi 8-12" Slump; 5-10% Air
12/26/2025 03 34 16 Mix Design SRM Concrete 915 750 psi Flowable; 3-6% Air
Controlled Low Strength Material (Flowable Fill)
2/7/2025 03 34 13 Mix Design Burnco Texas 01Y690BF 100 psi Flowable; 9.5-11.5% Air
5/19/2025 03 34 13 Mix Design Burnco Texas 01Z180AF 100 psi Flowable; 9.5-11.5% Air
11/18/2025 03 34 13 Mix Design Burnco Texas 01Z401BF SAND 25% MRWR 17% AIR FLOW FILL 100 psi Flowable; 17+/-1.5% air
9/9/2022 03 34 13 Mix Design Carder Concrete FWCC359101 50-150 psi 3-5" Slump; 8-12% Air
9/9/2022 03 34 13 Mix Design Carder Concrete FWFF237501 50-150 psi Flowable; 8.5-11.5% Air
8/4/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0% Air
12/26/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CTFWCLSM 100-150 psi 5-7" slump; 8.5-11.5% Air
9/9/2022 03 34 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12% Air
9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi 7-9" Slump; 8-11% Air
9/9/2025 03 34 13 Mix Design Cow Town Redi Mix 10 Min 50 psi Min 9" Slump; 10-20% Air
5/12/2025 03 34 13 Mix Design Amrize/ Holcim 3741 100 psi Flowable; 12.0-24.0% Air
8/4/2025 03 34 13 Mix Design Amrize/ Holcim 901 100 psi 9-11" Slump; 10-30% Air
8/14/2025 03 34 13 Mix Design Amrize/ Holcim 904 150 psi 9-11" Slump; 10-30% Air
9/11/2025 03 34 13 Mix Design Martin Marietta FLOW25A 150 psi 8"-12" Slump; 10% Air
10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air
2/7/2025 03 34 13 Mix Design SRM Concrete 910 150 psi Flowable; 8-12% Air
12/26/2025 03 34 13 Mix Design SRM Concrete 900 100 psi Flowable; 10-30% Air
9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable; 8-12% Air
Concrete Rip Rap
4/1/2023 31 37 00 Mix Design Martin Marietta R2141030 4000 psi 3-5" Slump; 3-6% Air
4/1/2023 31 37 00 Mix Design Martin Marietta R2146033 4000 psi 3-5" Slump; 3-6% Air
Cement- Stabilized Sand (CSS)
11/21/2025 33 05 10 Mix Design Burnco Texas 04Z500BA SAND 20% MRWR 17% AIR FLOW FILL 250 psi Flowable; 15.5-18.5% Air
Asphalt Paving
9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 FT1B139965 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 FT1B117.2 PG64-22 Type B Fine Base
5/1/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course
9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B 1112B PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B 1612B PG64-22 Type B Fine Base
4/4/2025 32 12 16 Mix Design Reynolds Asphalt 2315B 2315B PG64-22 Type B Fine Base
12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG 341-BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757)211305 (1757) PG64-22 Type B Fine Base
9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface
4/1/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface
2600 @24 hrs and/or 3000 @72hrs;4500@28 days
Page 4 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/31/2025
Detectable Warning Surface
9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC)Tactile Pavers
9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX)Detectable Warning Pavers
9/9/2022 32 13 20 DWS - Composite Armor Tile
9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA)Heritage Brick CIP Composite Paver
4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA)Detectable Warning Pavers
10/16/2025 32 13 20 DWS - Pavers EQUALTILE EqualTile Brick Pattern Wet-Set Replaceable
10/16/2025 32 13 20 DWS - Pavers EQUALTILE EqualTile Cast-In-Place Replaceable
Silicone Joint Sealant
9/9/2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
9/9/2022 32 13 73 Joint Sealant Tremco 900SL 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
9/9/2022 32 13 73 Joint Sealant Pecora 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
9/9/2022 32 13 73 Joint Sealant Crafco RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893
Utility Trench Embedment Sand
9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33
9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 MHRC #220605 (Size - **24" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry NF-1743-LM (Hinged)NF-1743-LM (Hinged) (Size - 32" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 NF-1930-30 (Size - 32.25" Dia.)ASTM A48 AASHTO M306
9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry R-1743-HV R-1743-HV (Size - 32" Dia.)ASTM A48 AASHTO M306
4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2279ST 2279ST (Size - 24" Dia.)ASTM A48 AASHTO M306
4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2280ST 2280ST (Size - 32" Dia.)ASTM A48 AASHTO M306
10/8/2020 33 05 13 Manhole Frames and CoversEJ ( Formally East Jordan Iron Works)EJ1033 Z2/A EJ1033 Z2/A (Size - 32.25" Dia.)ASTM A536 AASHTO M306
3/8/2024 33 05 13 Curb Inlet Covers SIP Industries ++2296T 2296T (Size - ***24" Dia.)ASTM A48 AASHTO M306
6/18/2024 33 05 13 Curb Inlet Covers SIP Industries ++2279STN 2279STN (Size - 24" Dia.)ASTM A48 AASHTO M306
Storm Sewer - Inlet & Structures 33-05-13
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-405-PRECAST** (Size - 10' X 3')ASTM C913
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-406-PRECAST** (Size - 10' X 3')ASTM C913
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-407-PRECAST** (Size - 10' X 4.5')ASTM C913
10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-420-PRECAST** (Size - 10' X 4.5')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')ASTM C913
10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')ASTM C913
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** (Size - 10' X 3')ASTM 615
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')ASTM 615
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - 7' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - 7' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - 7' X 7')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8')ASTM 615
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')ASTM 615
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4')ASTM 615
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5')ASTM 615
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6')ASTM 615
8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8')ASTM C478
8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8')ASTM C478
8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')ASTM C433
**Note: All new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers.
Page 5 of 6
!!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!!
Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 12/31/2025
8/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16
8/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16
8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16
1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4')ASTM C913
1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5')ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB)ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of 6' JB)ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB)ASTM C913
1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the top of RCB)ASTM C913
7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 10x3 Precast** (Size 10' x 3')ASTM C913
7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 15x3 Precast** (Size 15' x 3')ASTM C913
Storm Sewer - Pipes & Boxes 33-05-13
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")ASTM F2881 & AASHTO M330
8/28/2023 33 41 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)ASTM C76, C655
8/28/2023 33 41 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various)ASTM C789, C850
10/12/2023 33 41 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506
10/12/2023 34 41 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various))ASTM C1433,C1577
10/18/2023 35 41 10 Storm Drain Pipes The Turner Co.Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506
10/18/2023 33 41 10 Culvert Box The Turner Co.Reinforced Concrete Box Culvert (size - Various)ASTM C1433,C1577
4/12/2024 33 41 10 Storm Drain Pipes Thompson Pipe Group Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506
6/25/2024 33 41 10 Culvert Box Oldcastle Reinforced Concrete Box Culvert ASTM C1433,C1577
6/25/2024 33 41 10 Storm Drain Pipes Oldcastle Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506
(4-5-2025) 03 34 13 CLSM specification
(11-26-2025) Removed Gilco-site batch plant
….Storm Sewer - Inlet & Structures Continues
(1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's
(4-3-2025) Bigtown Concrete updated Mix ID's
**Note: Pre-cast inlets are approved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in-place. No exceptions to this requirement shall be allowed.
Revision Comments
Page 6 of 6