HomeMy WebLinkAbout064270-PM1 - Construction-Related - Contract - Cross Development NTP MF 2, LP and Drake Tappe Construction, LLCPROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER & SEWER IMPROVEMENTS TO SERVE
EIGHTY-SIX 01 NORTH CITY
NORTH CITY EAST ADDITION – LOT 2, BLOCK 2
IPRC Record No. IPRC25-0104
City Project No. 106380
FID No. 30114-0200431-106380-E07685
File No. N/A
X File No. 28664
Mattie Parker Jesus “Jay” Chapa
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
November 2025
11/05/2025
CSC No. 64270-PM1
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
NONE
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/
Division 02 - Existing Conditions Last Revised
02 41 13 Selective Site Demolition 12/20/2012
02 41 14 Utility Removal/Abandonment 12/20/2012
02 41 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete 12/20/2012
03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012
03 34 16 Concrete Base Material for Trench Repair 12/20/2012
03 80 00 Modifications to Existing Concrete Structures 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 11/22/2013
26 05 10 Demolition for Electrical Systems 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011
26 05 50 Communications Multi-Duct Conduit 02/26/2016
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised March 20, 2020
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016
33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
33 05 22 Steel Casing Pipe 12/20/2012
33 05 23 Hand Tunneling 12/20/2012
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 05 26 Utility Markers/Locators 12/20/2012
33 05 30 Location of Existing Utilities 12/20/2012
33 11 05 Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012
33 11 14 Buried Steel Pipe and Fittings 12/20/2012
33 12 10 Water Services 1-inch to 2-inch 02/14/2017
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised March 20, 2020
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 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
34 41 10.03 Attachment C – Software Specification 01/2012
34 41 11 Temporary Traffic Signals 11/22/2013
34 41 13 Removing Traffic Signals 12/20/2012
34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013
34 41 16 Pedestrian Hybrid Signal 11/22/2013
34 41 20 Roadway Illumination Assemblies 12/20/2012
34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015
34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015
34 41 20.03 Residential LED Roadway Luminaires 06/15/2015
34 41 30 Aluminum Signs 11/12/2013
34 41 50 Single-Mode Fiber Optic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
00 00 10
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised March 20, 2020
Appendix
GC-4.02 Subsurface and Physical Conditions
GC-6.09 Permits and Utilities
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43
DAP - BID PROPOSAL
Page 1 of 3
1 0241.1000 Remove Conc Pvmt 02 41 15 SY 72 $65.00 $4,680.00
2 0241.1200 Remove Brick Pvmt 02 41 15 SY 22 $80.00 $1,760.00
3 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 70 $5.00 $350.00
4 3211.0400 Hydrated Lime 32 11 29 TN 2 $400.00 $800.00
5 3211.0502 8" Lime Treatment 32 11 29 SY 72 $8.00 $576.00
6 3213.0104 9" Conc Pvmt 32 13 13 SY 72 $180.00 $12,960.00
7 3214.0200 Brick Pvmt Repair 32 14 16 SY 22 $150.00 $3,300.00
8 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 70 $25.00 $1,750.00
9 3305.0001 4" Waterline Lowering 33 05 12 EA 1 $6,350.00 $6,350.00
10 3305.0109 Trench Safety 33 05 10 LF 45 $2.00 $90.00
11 3305.0206 Imported Embedment/Backfill, Acceptable
Backfill 33 05 10 CY 10 $20.00 $200.00
12 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 1 $5,000.00 $5,000.00
13 3311.0041 4" Water Pipe 33 11 10, 33 11 12 LF 40 $35.00 $1,400.00
14 3311.0051 4" DIP Water 33 11 10 LF 20 $65.00 $1,300.00
15 3311.0141 6" Water Pipe 33 11 10, 33 11 12 5 $43.00 $215.00
16 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $2,500.00 $2,500.00
17 3312.2801 3" Water Meter and Vault 33 12 11 EA 1 $25,500.00 $25,500.00
18 9999.0001 Remove 2" Water Line 02 41 14 LF 45 $15.00 $675.00
19 9999.0002 8" Casing By Open Cut 33 05 22 LF 10 $120.00 $1,200.00
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
Bidlist Item
No.
UNIT I: WATER IMPROVEMENTS
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description
TOTAL UNIT I: WATER IMPROVEMENTS $70,606.00
Bid
Quantity Bid Value
Project Item Information
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 2 of 3
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity Bid Value
Project Item Information
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price
1 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 3 $750.00 $2,250.00
2 3305.0109 Trench Safety 33 05 10 LF 42 $2.00 $84.00
3 3331.5817 8" PVC Sewer Pipe, 8' to 10' (Misc Only),
CLSM Backfill
33 31 20 LF 14 $80.00 $1,120.00
4 3331.5818 8" PVC Sewer Pipe, 10' to 12' (Misc Only),
CLSM Backfill
33 31 20 LF 28 $80.00 $2,240.00
5 3339.0001 Epoxy Manhole Liner 33 39 60 VF 39 $500.00 $19,500.00
6 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 2 $7,800.00 $15,600.00
7 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 2 $13,000.00 $26,000.00
8 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 36 $350.00 $12,600.00
9
10
11
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
UNIT II: SANITARY SEWER IMPROVEMENTS
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $79,394.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls
00 42 43
DAP - BID PROPOSAL
Page 7 of 7
UNIT PRICE BID Bidder's Application
Specification
Section No.
Unit of
Measure Unit Price Bid Value
Project Item Information
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Proposal
Description Bid
Quantity
Bidlist Item
No.
This Bid is submitted by the entity named below:
BIDDER: BY:
Drake Tappe Construction
5900 Balcones Drive
#21365 TITLE:
Austin, TX 78731 DATE:
30
END OF SECTION
$70,606.00
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
$150,000.00Total Construction Bid
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
$79,394.00
Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
Bid Summary
Owner & Head of Preconstruction
Phillip Tappe
UNIT I: WATER IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 2025-08-04 Eighty-Six 01 North City - Bid Proposal_DAP - EXECUTED.xls
10/09/2025
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx
Form Version September 1, 2015
SECTION 00 45 12
DAP – PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work
Type” box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Waste Water Distribution, Adjust
Existing Sanitary Sewer
Manholes; Install Sanitary Sewer
Drop Manholes to Existing 8” &
15” Sanitary Sewer Lines
Dallas Underground, LLC
07/31/2026
Water Distribution, Remove
Existing 2” Water Line &
Replace w/ 4” Water Line
Dallas Underground, LLC
07/31/2026
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Drake Tappe BY: Phillip Tappe
5900 Balcones Drive
#21365 _________________________________________
Austin, TX 78731 (Signature)
TITLE: Owner & Head of Preconstruction
DATE:
END OF SECTION
Construction
10/31/2025
Water New Development
Open Cut (12" and under)
Wastewater New Development
Open Cut (8" only)
's'aZ =6 '?v 's
�(3NT`12ACTOR COMPLIANCE WITH WORKER`S COMPENSATION LAW
�aQe i oi i
�
2
z
4
5
6
7
8
�
20
iF
12
13
��
15
16
�7
i8
19
��
2 i.
22
�
'�4
25
2�
27
2$
29
3€�
�1
32
33
34
35
��
37
�}�
nn
44
<� �
4�
���;�'�di� �� �i� ��i
CiINTR�CTOR COMPLIANCE WITH WflRKER`S COMPEN3ATION LAW
Fursuant to iexas Labor Code Section 406.096{a), as amended; Cflntractar certifies that it
nr�vides worker's comnensation ins�rance coverage tor alI of its emnloyees employed an City
Project No. 10638fl. Contractor further certifies that, pursuant to Texas Labor Code, Section
4�J5.046(b); as amended, ii will provide to Cit� its suhcornractor's certificates of campliance with
worker's camgensa�on coverag�.
CONTRACTOR:
i���ke i appe Gonszeu�tion
Lom�any
�9CJC} Ba1COfles D�. #21365
Address
�usiin, TX 78731
City/State/Zip
'�HE STA'FE OF TEXA�
COUNTY OF TARRANT
8�,. �evon L�rake
, {I�Iease I'rint)
SiQnature:
Titie: �'�� & oWnei
(Please Print)
�
�
BEFORE ME. the undersigned autharitv. an this dav nersonallv anneared
�p ���� �(�t� � , known to me to be the nerson whose name is
subscribed ta the foregoing instrument, and aclrnowledged to me that he/she executed the same as
the act and deed af � ���g� , � for the purposes and
consideration therein expressed and in the capacitv therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� � day of
,2�
�� �
Notary Pub 'c in and for the State of `Fexas
�ND OF SECTION
CITY (}F FORT WO1tTH
STANDARD CONSTRUCT'iON SPECI�'ICATION DOCU�IENTS
Revised Avri12. 2� 14
.�,o���,P�,'a�'. ,I ALEXA ROBiNSON �
:i; ��`c+i Notary Public. State af Tex�s ;
T�•.,,,,.'v: Comm.Expires08-13•2028
�''T;°;,��`�� Notary ID 1350407Q1
� � � , �,����„� ����� ��'�
North Citv Easi Acldition — Loi 2_ B2ock '�
Citv Proiect No. 10638D
_ _�
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
3
THIS AGREEMENT, authorized on ______________is made by and between the Developer, 4
Cross Development NTP MF 2, LP, authorized to do business in Texas (“Developer”), and Drake 5
Tappe Construction, LLC, authorized to do business in Texas, acting by and through its duly 6
authorized representative, (“Contractor”). 7
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8
follows: 9
Article 1. WORK 10
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11
Project identified herein. 12
Article 2. PROJECT 13
The project for which the Work under the Contract Documents may be the whole or only a part is 14
generally described as follows: 15
Eighty-Six 01 North City 16
City Project No. 106380 17
Article 3. CONTRACT TIME 18
3.1 Time is of the essence. 19
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20
Documents are of the essence to this Contract. 21
3.2 Final Acceptance. 22
The Work will be complete for Final Acceptance within 30 working days after the date 23
when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24
City Conditions of the Construction Contract for Developer Awarded Projects. 25
3.3 Liquidated damages 26
Contractor recognizes that time is of the essence of this Agreement and that Developer 27
will suffer financial loss if the Work is not completed within the times specified in 28
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 1 0 of 29
the Standard City Conditions of the Construction Contract for Developer Awarded 30
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32
completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34
Developer Three Hundred Dollars and Zero Cents ($300.00) for each day that expires 35
after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the 36
Final Letter of Acceptance. 37
October 10, 2025
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised June 16, 2016
Article 4. CONTRACT PRICE 38
Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39
Documents an amount in current funds of One Hundred Fifty Thousand Dollars and Zero Cents 40
($150,000.00). 41
Article 5. CONTRACT DOCUMENTS 42
5.1 CONTENTS: 43
A. The Contract Documents which comprise the entire agreement between Developer and 44
Contractor concerning the Work consist of the following: 45
1. This Agreement. 46
2. Attachments to this Agreement: 47
a. Bid Form (As provided by Developer) 48
1) Proposal Form (DAP Version) 49
2) Prequalification Statement 50
3) State and Federal documents (project specific) 51
b. Insurance ACORD Form(s) 52
c. Payment Bond (DAP Version) 53
d. Performance Bond (DAP Version) 54
e. Maintenance Bond (DAP Version) 55
f. Power of Attorney for the Bonds 56
g. Worker’s Compensation Affidavit 57
h. MBE and/or SBE Commitment Form (If required) 58
3. Standard City General Conditions of the Construction Contract for Developer 59
Awarded Projects. 60
4. Supplementary Conditions. 61
5. Specifications specifically made a part of the Contract Documents by attachment 62
or, if not attached, as incorporated by reference and described in the Table of 63
Contents of the Project’s Contract Documents. 64
6. Drawings. 65
7. Addenda. 66
8. Documentation submitted by Contractor prior to Notice of Award. 67
9. The following which may be delivered or issued after the Effective Date of the 68
Agreement and, if issued, become an incorporated part of the Contract Documents: 69
a. Notice to Proceed. 70
b. Field Orders. 71
c. Change Orders. 72
d. Letter of Final Acceptance. 73
74
75
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised June 16, 2016
Article 6. INDEMNIFICATION 76
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77
expense, the city, its officers, servants and employees, from and against any and all 78
claims arising out of, or alleged to arise out of, the work and services to be performed 79
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80
under this contract. This indemnification provision is specifically intended to operate 81
and be effective even if it is alleged or proven that all or some of the damages being 82
sought were caused, in whole or in part, by any act, omission or negligence of the city. 83
This indemnity provision is intended to include, without limitation, indemnity for 84
costs, expenses and legal fees incurred by the city in defending against such claims and 85
causes of actions. 86
87
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88
the city, its officers, servants and employees, from and against any and all loss, damage 89
or destruction of property of the city, arising out of, or alleged to arise out of, the work 90
and services to be performed by the contractor, its officers, agents, employees, 91
subcontractors, licensees or invitees under this contract. This indemnification 92
provision is specifically intended to operate and be effective even if it is alleged or 93
proven that all or some of the damages being sought were caused, in whole or in part, 94
by any act, omission or negligence of the city. 95
96
Article 7. MISCELLANEOUS 97
7.1 Terms. 98
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99
the Construction Contract for Developer Awarded Projects. 100
7.2 Assignment of Contract. 101
This Agreement, including all of the Contract Documents may not be assigned by the 102
Contractor without the advanced express written consent of the Developer. 103
7.3 Successors and Assigns. 104
Developer and Contractor each binds itself, its partners, successors, assigns and legal 105
representatives to the other party hereto, in respect to all covenants, agreements and 106
obligations contained in the Contract Documents. 107
7.4 Severability. 108
Any provision or part of the Contract Documents held to be unconstitutional, void or 109
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110
remaining provisions shall continue to be valid and binding upon DEVELOPER and 111
CONTRACTOR. 112
7.5 Governing Law and Venue. 113
This Agreement, including all of the Contract Documents is performable in the State of 114
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115
Northern District of Texas, Fort Worth Division. 116
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106380
Revised June 16, 2016
117
7.6 Authority to Sign. 118
Contractor shall attach evidence of authority to sign Agreement, if other than duly 119
authorized signatory of the Contractor. 120
121
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122
counterparts. 123
124
This Agreement is effective as of the last date signed by the Parties (“Effective Date”). 125
126
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
127
Carrollton, TX 75010
4317 Marsh Ridge Rd.
Austin, TX 78731
#21365
5900 Balcones Drive
Drake Tappe Construction
Owner
Steve RumseyDevon Drake
Docusign Envelope ID: 683C84CA-D41F-4551-A16E-2C3865B55825
10/27/202510/27/2025
Bond GM255506
aac,2i;-t
Pf•:Rf�OR1t 1NCf fiOVD
Paec I of2
l
2
3
�
5
6
7
�
9
IO
ll
12
THE ST�TE OF TElAS
COU\TY OF TARRANT
SECTION 00 62 13
PERPORv1ANCE BOND
§
§ Ki\O�V ALL BY THESE PRESENTS:
§
That we, j��(J��J�i�X�C9t1itS1�_L�C--, knotivn as "Principal" herein and
Great Midwest Insurance Comoanv , a cocporate surety (sureties, if morc than
one) duly BllC�lUCIZeCj IO CIO bl1StI1CSS lll t�IC SI�IC Ot TCXi1S, kno«m as "Surcly'' �]CfClil �WIlCtE1CI' OflC
or inore), are hcld and iirmly b�und unto thc Developer, Cross Dcvelcinil�cnt NTP i�it� 2. LP,
authorized to do busincss in Tc�as ("Developer") and thc City of Fort Worth, a Tesas mw�icipal
13 corpa�ation ("City"), in thc penal sum of; Onc Hundred Fiftv Thousand Dollars and "Lcro_ Cents
14 f`�150.U00.00}, la�vful money of t4�e Unitcd States, to be paid in Fo�rt «'octf�, Tarrant County,
i � Tcxas for thc payment of wliich swii wcll and truly to be made jointly unto tl�c Dc��cloper and tiic
lG City as dual obligccs, wc bind ourscivcs, our heirs, ex�cutors, administrators, succcssors and
t7
IS
I)
20
assigns,yointly and sevcrally, fit-mly by thcse presents.
�3'HEREAS, Devcloper ai�d Cicy 4iavic entcred into an AC7reemcnt for thc co►�slt�uction of
co�nmunity facilitics in ilic City �f� �=ort VVortti hy and tlirougll a Comrtlunity Facilitic:s
Agrecment, CFA Numbcr CF.A2�-Oli2; and
Z1 WHEREAS, thc Principal has cntcrcd into a ccrtain writtcn contract with thc Dcvclop�r
22 awarded thc _�j�, day of C?��ber .�o���'hich Contract is hcrcby rcfcrred to and
2; madc a part hcrcof for all purposcs as if fiilly sc[ fortli hcr�in, to fiirnisll all ma[crials, cquiE�mciit
24 I�i170C Ztl(� OlI1Ct" SCCCS501'IC5 (jCF1Il�Cj �}� Ia�v, in thc prosccution of tl�c �,Vork, including any Change
�5
2G
?7
2S
7Q
30
31
Ordcrs, as provided for in said Contracc dc:;i�natcd as Ei�,fltv-Six 01 �orth Cicy.
�iO�i�', THEREFORE, the canditi�ct of this obl�gation is sueh that if the said Principal
shail faitlliuliy perForn� it obligations under dle Contract and shall in all respects duiy and
faithfully ��erform the �Vork, includin�� Cl�ange Orders, under the Contract, accorclinb to the plans,
specifica[ions, and contract documents thcrein refen-ed to, �11(� 15 �VCII C�llt"lilg any period of
extension of the Contract that may be granted on the part of the Deveioper andlor Ciiy, then this
obligation shall be and become null and void, other�vis� to remain in fu11 force and ef�fect.
CITY Of= FORT 1VUIL"fH
STrl�tDAKE) CITY CO\Dff10�S - UEt'(:LOCEiI :1'd`:\RDfD PRQJECTS
R�vi;cd Jant!an ;1. �Ol'
\orth Ci[v (i:ut :\dditinn - Lot 2. i3lack 2
Ciq' Projcct i�a_ 1t1lu`I(1
Bond GM255506
iiu r,' �; - _
r� �zrc,:c�� ��cr r�mr�
i�.�,� � „r.
l PROt'IDED FIiRTHER, that if am� le�,nl artiorj bc �IIz(� 0I1 [Illi I30ilt�. �'�[lUC �Ilall li� irt
' l�ac�'ant Counrt'. l���a; or thz �'niteci States Uistrirt Court tor the lorthern Ui;trirt of �I�exa�. Fort
; ��'orth l.)i� i�ion.
-! Thi; hon<i i> madz and c',\CCL1(�(1 1I1 L'OII1�lIl;i[1Ce l�'ltil [Ilt pro� ision; ut'C'hapt�r ��� � ut th�
� "l�exa; Gu�'crnm�nt Cuiie. as amended. and all liabifities on �hi� hond ;hall bc ��l�l"I11111C(i lll
6 accordance ���i�h th� pro�i�ions of;aici statu�.
7 [� «�I"I'\ESS �1'f[EREOF, tl�� Princi��al and the Surztv h���� SIG\ED �nd SC:i�LL:I)
` thi� instnnnent b�� dul�� authurizrd a_�nt: <uid ottirer: on thi� th� 31 st �iav ot'
�� October . �0 25 .
ic�
II
��
i�
i -�
�,
1 r, ;\1�"I�L � �:
l�
l S �!�_ -----
1�1 nncit�all �ccr,t;:-
'_U
,�
„
,;
�� � — -
�� �„�,; �:1, ���;���,4� . - -
� �,
,;
,`
,�
;n
;�
;�
;;
3�
;;
;h
;C .
; �)
-�I) �\' ttCi> 1� [�� �ilrCi�� —
�� Grace Holde�eld
� �,
-� .
PRI\'CIP:1L:
D���.lad�Lgtoua�l. LL� _--- -
ii��: � �/ I��
s;����
��s, v � _ ���V ( C-e �(YS/ ��
\;im: a;i� 1 itlr
:��i�±r:.;: 250 Short Blvd
Dalias, TX 75232__ _
SC�RL'fl':
Grea� Mi_d�vest Insurance Corr�r����_
E31': _�� � • �� — -
s�,�,������
Richard H. i�iiichell, Attorrev-in-Fac:
— \:�n:� an�'. �Citl� -- - --
:��i;irc;:: 800 Gessner, Suite 600
f%usion, TX 77024 - -
T.?����,,�,� �:,�„�,��: (7_13) 935-48Q0_
-�-� '��1:�: �i ti;`11?�ii ilC 311 UfilCc� c)t l�lc: JUC.I� COIIl�):lil�". [�1�CC I11Ui( ��� �l;l ii�c ,i l'Cf"i1�1C1� �Xli�l�l
-�� �iVll? i�l:: L�'�-I:l�'.i ��lll�illl? I�l�it [ll!� iltl5l):i Fl:l� 1U[�lORI:�.' I(? iI`,?il iUl'l; il�l�f,;l?:Q[l. l�
-i�� �l1C�i\ ���il��tC3� IIC�Cit"CSJ I� ljlitc I":III �i0111 li� ill;:l�lil�3 3Cjijf.>i. DO[Il IIIU>i �l� �1T0\'1C{�(l.
rt� T�i� QC3(. Oi�i�l� �J�l!1C1 ��l:l�i Tl��i llC �?�il?t' :�� illZ u:'.i� tll� LO[lifL1�I i� :1':�: �`C��i�.
C"i : 1' L( i ! �i. , ., � ;.. . .. \...r,L ( :1�, I .. � . , . . . . _
\�i�7� -�c �.i: _. ;i,�.
�Tl\i)\RE)!iT't�iO\`);..+)':� I�il"l.��l'ifi',L1 ..'i)i11..:iUFITti i�i„ I�_, �,L,'i� :�r,
Ri':,:t,: (3[:�: : _ ..'_ll: _ . .
POWER OF ATTORNEY
Grea.t Midvvest Insurance Company
KNOW ALL t�tEN BY THESE PRESENTS, tha; GREAT MIDWEST INSURAMCE COMPANY, a Texas Corpor.;Ucn, v��,h ds pnnc�pai orr�ce
�n Houstcn, TX. does hereoy consti,ute and appo�n,: tilark ;^/ Edvrards, II, Je�frey �J1. Wilson, Richard H. Mi;chell, William ib1. Smith,
Anna Childress, Alisa B. Ferris, Rober? R. Freel
�'s truc ar,d Idtivful Attomey(s)-In-Fact ic ma'r.e, exzcu,e, sez: acd deiiver for, and en Rs behalf as surety. any and a1! bonds. und�rt�k�ngs or o±he;
i�.r.i�ings obligato�y in natur2 o` a bond
This auihority is made under and 'oy tne authoriry of 2 r�sol�,;;ion which �vas passed by �ne Boa�d of D�rectors o� GREAT MIDWEST
�INSURANCE COMPANY, on the 1s' day of Apnl, 2Q25 as fcilo�.vs
IResolved, that the P;esident, er any o`�icer, be and 'ner2oJ is. 2uthonzed :o �ppoint 2nd empower am� f�pf@SF'�:ailve �` tne Comc,2r,y or
ot�er p�;son or persons as Attomey-In-�act to 2xecute on bFhalf e� '.hc Company any bonds. under,akings. polici2s, con,rac:s of ,n.demn�:y cr o;her;
�rin:incs obligatory in na;ure of a bord not ,o axCeed One-Hundred t:lill�on dollars (S100.COO.000.00?. which ti:e Company rrignt �xec;;!e t��rou�n
i's duly elec:ed o�cers, and a�fx the seal o` the Compa:�y there;c Any s2id execution of such documens by an Attornay-Ir,-Fact sn�Il bc �s
'sb�ndina upc� ,he Company as if U�,ey had Geen duly exec��tcd ard ack�cvr',edged 'oy tr�e regula; ly el2cted offic<_rs o; the Compa^�y Any A';o�n�y-I�,
'Fzct so apoointeo. may be remaved �n the Company's sole discre?�on and the autnorrty so granted may oe revoked as speci`:ed �r th2 Pc�:�:er c�l
�n:'orney.
Reseivea. tnat the signa;ure of the Presiden; �nd tr:e seal of ,�;2 Cemoany may � affixed by elec;rornc mail cn any po�::er e` �t��rr�eyi
ercntc�, �nd the signa;ure of the Secre?2ry and the sezl e� 'he Como2r;y m2y ce ah�xed by electron�c rnail to any c2rtificate cf any sucn po�:;�r�
.�rd any such power or ceRificate bearing s�ch electron�c signa;�re ard sczl sn�11 be vaGd -a�d bmdmg on Ine Comp2ny t-;ny such pc�tier sc
'exeCu:ed 2re se2led and cer�ific2te so exea�ted and sezled shGl!, with respac: to any bond o� undertaRirg ;o �vhiCl'� it is attzche� con'mue t� b2�
;val:d or�d binding on [ne Company
� IN 4VlT�lESS THEREOF, GREAT MIOWEST INSURANCE COMPANY, has caused this instrumant to oe sioned by i;s Presi�en� �nd �'s
'Co�tior�;e Scal iG �2 a�lY2d ihis Bih day o� April, 2025
; GREAT MIDWEST INSUP,ANCE COMPkNY
. ! ` � � 1NSUp,q�C�
O CO �
'� � � f� W . ��
j � ��=��,;,i= S�xL � e _ �`-
h1o'rk �V H,�ushill
� �\a Presiden;
`�'S �o�ppF� F+CKNOWLEDGEMENT
Or Cnis S,h day o� Acnf 2025, berore me. person�liy came t:1a'� V^1 H�ush+ll to me kno�.vn, who bemg duly swo�n did d�Fose ar.d szy
•�G; ne is :hc Pres�dene of GREAT MIOWEST INSURANCE COMPANY, ?ne cerper2;:on described in 2nd whicn 2xecu;ed the above ins?�.:men: ;�a:
lh? 2XcCl:IB.�i ScIJ 115:fU^12f1� on b2half oi ih? COfpCf2i10(1 u;! �UirO'!i� G� �IS G�iICe U'1��� the By-lo:•15 01 SaIC� COfCO(ctlOfl
"'""� �� C�-�STINA Bf.S�iC1P
" ,�i �..
,. �y r�,y ro � �sloso�aea
{ ��'. �s� i4, �°
I . '''r'a: "r':
,�■.� �
{
BY �,jfrC�n?"�.s � .��s.,l,���-
Cnrisuna B;snop
NOI2f�j PUGI�C
CERTIFICATE
�
i
l t�e uncersigned, Secretary o� GREAT MIDWEST INSURA*!CE GOh1PANY, A T�x�s lnsurance Ccmpany, DG HEREBY C=RT1=Y :n2t
;�^2 Gfiginal PcwerG� A�O��c'J Of'.vnicn tna roregoin� is 2'f:JZ ol1G� •�C.':'=C: C^u�.�, tj I� fUl�'Orce ard 2frcct and nas no; been r�VO:�Qd 8��� :hc'?S�!U:.G�;S �
!as se: �0�1' ef2 f10�:: in force
3isi Oc`ober 2�25
S�cr,ed ard Se2!2d at Ho�ston. TX ;h�s G?� u: __
i
BY !I(. �/
Pztri:i� �ar,
S2cr2t2r�i
• NJ?,RNiNG: Any person who kno:vingly and with ir,te^t :e defra�rd a�;� insurance company or other person. files and application (or insurarca �:' U�im
coniaining any materially fals� information, os concea{s io+ :nc purpose of mis{eadina. intormation concerninp any iact materiaf theretc. ccmmis a
fraudu(ent insurartce act, which is a crime and subjeets such p�rson to erimina! and civil penaities.
NaTICE TO POLICYHOLDEF�S
TEXAS
IMPORTANT NOTIGE AVlSO IMPORTANTE
To obtain information or make a complain;:
You may call Great Midwest Insurance Compa�.y's
toll-tree telephone number for mform2tior� or b mak2
a comolaini at
1-800-203-1179
You may aiso ��arite to Great Midvrest Insurance
Company at
Para obtener informacion o pzra pr2sentar una
queja.
Usted puede Ilam2r al num2ro de tele�cno gratu�to
de Great PAidwest Insurznce Companys para
obcener inFormacion o para presentar una queja al
1-800-203-1'179
Usted tambien pu2de escribir 2 Gr�at PAid.��est
Insurance Company:
800 Gessner Rd
Suiie 600
Houston. i X 77024
You may ccntact the Texas Department of
Insurance to obtain in�ormation on comoanies
coverages. rights or comolaints a't
1-80�-252-3439
You may ���rite tne Tzxas Deparfinent o` Insurance
P.O. Sox 1-^,9 i 04
:;usiin. TX 78714-9104
�ax: (5 i 2j -^-.90-'i OG7
V�/2b: wvwr tdi texas aov
Emaii ConsumerProtection�td� texas qov
800 Gessner Rd
Suite 600
Houston. TX 77024
Usted puede comunicarse con e( Depzramen!o de
Seauros de Texas para ooiener in`orm2cion soore
companias. coberturas. derechos c au�;as ai:
1-8d0-252-3439
Usted puede escribir al Dep2ramentc de Seguros
d2 Texas a
P.O.Box1491Q4
Ausiin. TX 78714-9104
Fax: l512) G90-1007
��Veb www tai texas gov
Ema�l ConsumerProtection(a7td� ,exas oov
PREMfUM OR CLAIM DISPUTES:
Snould you have a dispute concemina your premiurn
or aoout a claim you should contact tne co���par�y
fi;s: I� tre dispute is not resolved. you may �on"tact
the i ex�s D2partment or Insurance.
ATTACH THfS NOTICE TO YOUR POLICY:
This notice is for in;ormation on?y and does �oi
beceme a �art or conditio� ot the a"ac^ed
document
DISPUTAS POR PRIMAS DE SEGUROS O
RECLAMAClONES:
Si tiene una disputa relacionada con su prima de
seguro o con una reclamacion, usted deb�
con�unicarse con fa compania prirn�ro Si !� dispu:a
no es resuei;a. puede comunicars? cor, e;
Depar2men[o de Seguros de Texas
ADJUNTE ESTE AVlSO A SU POLIZA:
Este �viso es so(2mer[e p2fo pfOD0=�i0 �.'t.`CffllatlVOS
y no se com�ierte 2n o�!te o en condic,o� c�'
documento ad�unto
HffG PN 0071 03 18 Page 1 of 1
Bond GM255506
nn �,a i -� . i
i�nv�t�n�r tiovn
n.��� i orz
1
2
3
4
�
6
7
s
9
10
THL STATE O�' 'TE�:�S
COUNTY OF TARRANT
SECTION 00 62 14
PAYNiCNT BOND
§
� KtiO�'�� AI.L BY THESE PRESEVTS:
�
TI71t W�, Dallas Underqround, LLC , known as "Principal" herein, and
Great Midwest Insurance Company , a corporate sw•ety (sureties, if more than
one), duly authorized to do busincss in the State of Tcxas, kno�vn as "Surety" hercin (whcther one
1 l or more), are held and firmly bound unto thc De��e(oper, Cross Dcvelooment NTP i�IF 2_ LP,
I2 authorized to da busincss in Tcxas "(Devcloper'), and the City of Fort �l�ortlt, a Texas n�unicipat
13 corporation ("City"), in the penal sum of One Hundred Fiftv Thousand Dollars and Zcro Ccnts
l4 (S 1�0.000.00), la«�ful money of dle United States, to be paid in Fort �Vortll, Tairant Cou�ity,
t5 Texas, for the E�aymcnt of �vhich sum well and tniiy bc made jointly unto the De��eloper and thc
16 City as dual oblibces, �vc bind oursclvcs, oun c�irs, executors, administrators, successors and
l7
�s
l9
20
assi�ns, joint[y and scvcraily, firmly by thcsc prescnts:
WHEREAS, Develo��cr and City liave cntcre(I lfl[0 �lll Agrccment for thc construction of
community facilities in thc City of Fort `Vorth, by and through a Community Faeilitie5
Agrecmcnt, CFA Numbcr CFA2�-0132: aud
21 ��'HEREAS, Priiicipal Iias cntercd into a certain ���ritten Contract r,vith Develo��er,
22 awardcd thc ��i day of C.�'�c�hG�� , 20 ,L1 ,«�hich Contract i, hcrcby
23 rcfe�-�-ed [o and madc a part hercof for all puiposes as if fully scl iorth herein, to furnish all
74
25
?�
materials, equipment, labor and other accessories as defined by la���, in the prosecution of die
���'ork as provided Por in said Contract and desi�nated as Gi�h�v-Six Ol North Ci�v.
i\'O�V, TH�REFORE, THE CONDiTIOI�r OF THIS OBLTGATIO\' is SLICII that if
27 Principa( shall pay all monies o�i�i�lg to any (aild al1} payment bond beneficiary (as defined in
28 Chap[er 22�3 of [he Texas Government Code, as amended) in the prosecution of the �Vork under
Z9 the Conh�act, then this obligation shall be and become nuil aiid �-oid; otheiZvise to remain in full
30 force and effecl.
CI"CY OF �OR'1� �VC)KTH \unh Cic: liast Additic�n - Lu� 2_ Rlnct� ?
STA\DARD CITI' CO:�DITIOtiS - DEi'E:LOPf?(L :1\��:\kDLD PRCJJFCTS Cit�: Project \n. IUG�SO
Rc��iscd Januan� : l. ?Ol 2
Bond GN1255506
111; r' � I -: ."
i .'•.� \I I `. I 131 )`�1)
P.i_; '_ ��;�'
1 � f;li �lllllli I� I11:iCic' �Sllj �'ti�Clll��� IR COIII�"111:1RC� `.�'ll�l I�1C ��CO�'I�IOSI� t�t � �1:ljllCl� ��'�? Ot III�
' T�x.i; G�nernilicnt Coii�. a; :�m�nded. :in�i all liahiliti�; un �i1i. Lc�nd ;h,:ll hc �i�[�nnin�il in
3 accordanc� �� i[h th� pr��� i�ion� ot�:ai�i statutc.
1 1\ ti� t"r\FSS 1ti'i�ERI;OF. th� Prin�i�,al and �ur:t�' i�:s�c �ach SI(r\LD and SE;��..r-.n
� thi� ir�stn�tz��s�� b�� du4}� auth��riz�d �.!��e+�t; :ti1�{ i�fti��r� on tlii: thc 31 St ilati c�t�
�, October . '_025
�
.�"fT-FST:
u•: -- _ _
'rinci��a'il ..��cr� ,ti —
�1�2 _ _---
'unc;; a; � I'rin • • .il-
-�"I_"I� F 5-[' :
,5
�}
�f)
il
i�
I�
Q�� C -
( Sur�[� 1 ����t�.' qnn2 Cnildress'dVi`ness
�
\\' • es. tu ;u Sur:iv
Grace Holder`ield
PE'.{\C'IP:�L:
Dallas Underground, LLC _
B 1' : �—✓( �
Si�,n�Uurc
�ow� � I��� Ui ce /��ri�-�
�;:��„� ,��,,t Ciiic
a�t�i�-�::: 250 Short Blvd. _ _
Dallas. TX 75232
S�; RFTY':
_Gr�at h_tids�iesi_I_ns�r�nce Gomo�+^)'--_—
B �' : �—�.�" ` ` ` ' f.AM._--,. _N_!
�i��ciatur�
RiChGrd H. ':�titci:eil, r�i;ome f-in-"r a:;' -
\,imc and Titic
:��i��r��<: 800 Gessner, Suite n00
Houston, TX 77024
T�Ici�h��n� \�i�nb�r: .f713) 935-4800
�tl[::: 1� ii'1ll�l: L)�� �::1 C�i�l�cf �ll l�lC SLIt"t't��. [El�l-� Illl1>[ t`t (lR tf�c' S C;;tilif��l ��if11�I ilYllll I�l�
Il`.'I3ll'> �illlll'I11�r i�7�I I�lly �)::I����Il �7.1� :'.!lil7l?I�I�� �l) �1Ltl iUlll OI��I_'1i1:?I7. �� �llf�l`: ��)�11'ill'il�
�lLj�C��� I� i"�li�c'f"c'fli iCU?il ;IS [11al�iti�� 3(jdr���. bUt�l Illll�i llc: 41I"�)�l(��(�.
TI�� .�at.: �}t� th� honii �:��:ll nu: ^� ��riur t�� tl�z dat� tl�. C c,i�trac� s; a��. �:rd�ci.
;�: F�n or� sFCTro�
� :-���� �,: r�,:; : �:�.��,:<;.;
�T �\�) �i'.i) l c k l�'( I\i;:Tf�l�:� U'. �.'. i�,{�i fi 1';i \t:i)FEl pi:;1;1 t��
R:.,...i 1.:,.... .. _:�!_
•, .. � . . . �.�,:;�:: .. � . . _. .,,, . . _
� �:�. . ., ,:_t �.,�
POWER OF ATTORNEY
Grea.t Midwest Insurance Company
K�'VOW ALL MEN EY THESE PP.ESENTS, that GREAT MIDWEST lNSURANCE COMPANY, a Tex2s Corporation, v:�ih �fS p��rlClpal O�;c�
Houston, TX, does hereCy constitute and appoint: Mark �rl. Ed�:vards, 14, Jeffrey t�t. �Nilson, Richard H. tiiitchell, �Villiam M. Smith,
na Childress, Alisa B. Ferris. Rober, R. Freel
;r�F and lawful Attorney(s�-In-Fac; to make, execute, seal and del�ver for, and or, i�s benalf as surety, ony 2nd all Gonds, undertakings ar oth?r
itings obliga;ory in nature of a oond. !
This authority is made under and by the authority of a resolution which �vas p2ssed by the 8card o( D+,ectors oi GREAT MIDWEST j
SURANCE COMPANY, on the 15� day of April, 2025 as follows
Resolved, that the President. or any officer, be and hereby is, authorized ;o appo+nt ond empo�•rer ar.y reprPsenta;ive of the Company ori
i2r person or persons as Attorney-In-Fact to execute on behalf of the Company any bonds, under,akings. policies, contr2cts of indemnity or o?h2�i
i�ines obligatory in n2ture of a bond not to 2xceed One-Hundred Aiill�on dollars (51CO.CQO,000.00). �.vhich th2 Company mfght ex2cute ;hrough
duly elected oFficers, znd afnx the seal of the Company thereto. Arry said execu;son o` such documents by an Attomey-ln-Fac1 shafl b2 as;
idine upon the Company as ir �ey had been duiy executcd and acknowledged by :I �e regularly elected officers of tne Company. Any F,�omey-In-'
�ct, so appointed, m2y be removed m tne Company's sole discretion ar.d lhe suthoriry sc gran,ed may be r2voked as sp2cified in tn2 Pow=r of
tarney. I
Resoived, that the siq_nature of the Przsident and che seal of the Gompany may te aftix�d by elec:ronic mail on any power or a;tomey
anted, and the siana;ure of ,he Secret�ry and the seal of the Company may b� �r�;r.ed by elect;onic mail tc any cer,lflca:e of any such �c���e�
�d any such power or cEr�ificate bearing sucn electronic signature ard seal shall �e vaf�d and Ginding on tne Ccmpany Any such pa.v�r sc�
;ecu:ed and sealed and certificate so execu.ed and sealed shall. with respec: to zny oond of undertaking ;o which it is attached. con;inua to ba'
ihd and bmding on the Ccmpany.
IN WITNESS THEREO�. GREAT MIDWEST INSURANCE COMPANY, has caused tnis ins;rument to 5e signed by its Przsident, and :ts
�roora,e Se�l ;o be 2ttix2d Cnis 8th day O` Aprd, 202j
��4� �r,suq�,yc GREAT MIDWEST INSURAtJCE COMPANY
�
�`O e°o �
~ � BY« W.�a��
e
� �pR?Cr�1T�SEAI � �, `
" ` �v72rk l�l. Hzushill �
r� \a� Presid2nt
�S�Qap4R*� ACKNOWLEDGEMENT
On this 8;h day cf April 2025, before me. p�rsonally came M2rk VV. Hausniil ro me 'r.nc�vn, who beinc duly sworn, did depose and s�y
iat he is ihe Presidenc oi GREAT MIDWEST INSURANCE COMPANY, tne corporation described in and vdh�ch execu,ed th2 above instrumer�t. tha�
e executed saih ins;rurren; en behal` o; the c.orpora;ion by authori,y oi his office unde� ,h2 B/-IcWS 0158id COfpG'a?IOft
` . ,. _.�_,�
::a'•*'':?�t�: CkfRiST:�dABi.SFiOF' �
•: My t�y ID t 131090488 '
"��� ,' Fx�es Ilprit i4, 2429
:,,r -•-i�'.�' -
°.`.. .
CERTIFICATE
aY �
Christina Bishop
N�t2ry Public
I;ne undersigned Secretary o� GREAT MIDWEST INSURANCE COMPANY, A i 2x�s Insuronce Comp2ny, DO HEREBY CERTIFY that
ne original Powe•' of A�omey e;'.vnich ,ne foregoino is z true and correct ccpy is ir fuil lorce cnd e*�2ct �nd has no: been rzvofed and ,he reso':ut.crs'I
;s set torth are now m force
3�on�d and S2aled at Houston. TX th�s
�,cs� �asu2q�, c
c�
o�
j�( cos����s�� �
�Q
��'�S �aavca�`�
BY
Patricia sr.
S�crFt2ry
"VJARNING: Any person wha knowingly and 4vith intent to del��t:� a�iy tnsusance campany or ocher pesson, files and application for insurance of clzim
containing any materially false information, or conceals for tFe p�rpose of misleading, informaeio� concerning any fact material thereto, commits a
fraudu!ent insurence act, which is a crime and subjects such person to criminal and civii penafties.
31 si Ociober 2p25
- — Day c` --- ----
NOTICE TO POLICYHULDERS
TEXAS
IMPORTAt�T NOTlCE AVISO IMPORTANTE
To obtain information or make a complaint
You m2y call Great Midtivest Insurance Compon�� s
�oll-free telephone number for in�ormation or to mGke
a compiaint at
1-800-203-1179
You may also �vrite to Great Midw�st Insurance
Company at
800 Gessner P,d
Suite 600
Houston. TX 77024
Para obtener infcrmacion o oara presentar una
queja
Usted ouede Namar af numero de tefefono aratuitc
de Great Midvrest Insurance Company's para
obiener informacion o para presentar un2 qu�;a ai
1-800-203-1179
Usted �ambien puede escrioir a Great M�d�;�est
InsurancG Comoany:
200 Gessner Rd
Suite 600
Houston, TX �7024
You may contact the Texas Deaartment o�
insurance to obtain information on comQanies
coverages, riahts or complaints at:
1-8�0-252-3439
Ycu may �,vrite tne Texas Department of Insurance
P O. Eox 14910�
Aus:in, TX 7871�-9 iO4
�ax (5i2)490-i007
V�/zb: www td; texas qov
Email: ConsumerProtection,�a td� texas.qov
Usied puede comunicarse con ef Dep2r�amertc de
Seguros de Texas para obtener informzci6r� socr�
companias. coberuras. derechos, o quej2s a�
1-800-252-3439
Usted puede escnbir al Dep�ramen�o de Seguros
d2 Texas a:
P.O. Box 149104
Austin, TX 737i4-9104
Fax:(512}49C-10�7
Weo: www td�.texas gov
Email: ConsumerProtection;a;td� texas oov
PREMiUM OR CLAIM DISPU7ES:
Shoulc you nave a disput� concerning your premium
or about a cl2im you should contaci tre company
iirst I1 the dispute is not resolved you may cont2c:
tne Texas D�partment of Insurance
ATTACH TH1S NOTICE TO YOUR POLICY:
Th+s notice is �or +n;ormation only 2nd does not
oecome a par� o� condition of the attached
documer;
DiSPUTAS POft PRIMAS DE SEGUROS O
RECLAMACIONES:
Si tiene unz disputa rel2cionada con su prima de
seauro o cor� una reci2macion. usted debe
comuricarse con la compania primero S� la dispu:a
no es resuelta, puede comunicarse con e•
Dco2rtamenio de Seguros de Tex2s
ADJUNTE ESTE AVISO A SU POLIZA:
Es�e aviso es solamente para proposito inform2;ivc�s
y no se conviere en p2rte o �n co^dicion dei
documento adjunto
HfIG PN 007'1 03 18 Page 1 of 1
Bond GM255507
nnr,zi��-�
��;�tu�rr�:wcr �o`n
f�;i4c I uf"3
1
�
3
=�
5
6
7
'CHE STATE OE' TEX.45
COUNTY OF TARRAVT
S�CTIO\ 00 62 19
MAINTENANCE BOND
§
§ KNOb�' ALL �3Y 7'HESE f'i2rSENTS:
�
s 1'l�at «�e Dallas Underground, LLC , known as "Principal" hcr�in and
9 Great Midwest Insurance Company , a corporate surety (sureties, if more than
10 one) duly authorized to do business in the State of Texas, kno�vn as "SlIC�CV" herein (�vhether onc
1 I or morc); arc held and firmly bound unto thc Developer, Cross Dcveloument NTP i�tF 2. LP,
12 authorized to do businc,ss in Tcxas ("Devcloper") anct thc City of Fort ��orth, a Teaas municipai
13 coiporalion ("City"), in the sum of One Hunclred Fitt�� Thousand Dollars and Zcro Ccnts
14 ($ [ 50.000.00), lawful moncy of the linitcd States, to be paid in Fort Worth, Tarran[ Counry,
l5 Texas, for paymcnt of �vhich sum well and truly bc made jointLy unto the Devcloper and the City
l6 as dual obligccs and thcir succcssors, «-c bind ourselves, oun c�irs, executors, administrators,
17 successors and assigns, jointly and scvcrally, firmly by these �I"CSCIITS.
IS
19 WHEF�,AS, Developer and City have entcred into an A�rcctncn[ for tfte constiuc[ion of
20 community facilitics in the City of Fort �t%orth by and through a Community Facilitics
21 Agrcement, CFA Nurnber CFA2�-0132; and
I?�
23
�4
?�
Z E,
?7
2�i
29
30
31
WHEREAS, thc PrinciPal has cntered into a ccrt'<Ull �VI"1[CCIl C011il'SCl ti'llll lI1C Dcvelopar
a«�ardcd thc �� day of �lGt�7��ef _, 20 �,U , which Contract is
hereby rcfcrred to aud a madc part hereof for all purposcs as if fully set forth hercin, to fiirnish all
materials, equipmcnt labor and ott�er accessori�s as defined by law, in the �rosccution of thc
Work, includin�� any �Vork resultin`� from a dufy authorized Change Ordcr (collecti��ety l�cr�in,
the "V4�ork") as provided for in sa;d Contract and designated as Eishh�-Six Ol North Cin-: and
CfTY Ol� �=OR"I' \L'OItTH
S"TA�U;IRU C1Tl' CO\T�[TIO�:S — DI:VEl.qP[:R :\«'ARDE:D PROJEC�S
Reviscd I:uiva:y 3l, 2012
J�arth Ci[y' [:as[ :�ddiuon — I.oi 2. Black 1
Cit�• P;ojcct i�o. 10G3S0
Bond GM255507
1
�
3
4
5
6
7
�
9
lU
ll
12
13
! �1
15
t6
t7
18
l9
��
21
?�
23
?4
��
? �,
�7
2S
�9
ut)�� ��1_,
n�,�iuTr:�.a�cr: rio�n
Pagc 2 oC3
WHEREAS, Principal binds itself to use such materials and ro so construct ti�e Work in
accordance with dtie �lans, specifications and Conh•act Documents that the ��ork is and will
remain fcee frotn defects in materials or �vorkmanship for and durin� tl�e period of hvo (2) years
after the date of Final Acceptance of the Work by the Ciry ("Maintenance Period"); and
WHER�AS, Principal �inds itself to repair or reconsti-tict the Work in whole or in part
upon receiving natice ti�om the Developer andloe• Ciry af ttie need thereof at any time t��ithin the
Niaintenance Period.
i�tOV4' THERE�'ORE, thc conditian of [his abligation is suc:h that if Principa! sha(l
rcmedy any defectivc 17�'ork, fot- which timcly notice was providcd by Developer or Ciry, to a
completion satisfactocy to the City, thcn this obligation shall become null and void; othcnvise to
remain in fu11 force and cffect.
PROVIDED, HOV4'EVER, if Principal sha(I fail so to rcpair or reconstruct any timcly
nociced defecti�-e tVork, it is am-ced that the Developer oc City n�ay cause any and aff such
defective Work to be repaircd andlor reconstntcted ���ith all associated costs thcrcof bcin� bornc
by the Principal and thc Surcty under this Maintcnance Bond; and
PROVIDED rURTHER, that if any 1e��a{ action be filed on this Bond, vcnuc shafl li� in
Tarcant County, Texas or the U«ited States District Court for the Northcrn District of Tcxas, Fort
Worth Division; and
PROVIDED FURTHF,R, that this oblig�lt(OIl SI1�lII IJC COrii1IlU0US ltl riStL1iC and
successive recovcries may be Eiad hereoii for successive brcaches.
CiTY OF FUR'i \VORTH
STl�VDARn CITF CO�U("I�[O\S — Dl:�� ELOPf:R :\ :b:\RDi_D PRUJECTS
Re��iscd Januan 31. ?012
�.�rch C�c', lissc r\dditian - [.u� ?. Rinck ?
Cil;: Projcct tio. f IJGi30
Sond GM255507
�,��:_ ��
\i 1'�Tr\ \�c i Hr �\I)
P.i_ . � . •
l t` �1'2'l�\ESS �i'HEREUF. �h: Prin�ipal �,��I !he Surct�. hZ��z ea�l� SIG\[=f) an�i SL::\[.Ef) thi,
'_ lll�p"LIIIl::ilf �1�' l�tll�' �li[Ill�t"lLiil 1��Cflla and ottic�r, on tl�i� [�l� 3� St c�1b' ��(�
� QciQber_ . '(�25_.
�
;
r;
.
(U
I l ;1�1 "�:
!'
� ' -�,`f
l� � i�inal) ccrzt',
I�
�c
I�
t�
�y �
,0 —. mc:: �t< <i �'rinci�.., — --
'I
„
,;
,�
,�
� �;
„
,�
�y :\TTFS"I`
;p � .
; � ��
-' csurc�� ���E�E�('�C r -: �- :,__ _.
;;
;-�
'� �n�:, =i; `•�, S�ii�i� Gr e Holder9eld
: �;
i�►tr�cif�:��:
D�llas_U_nderground. L�_�: __
_. _
r�ti': _ ��
- �--
�i_;,acurc
�l (Y �
�n�1 I i[I� I� -- ,L
�l I ( ¢- Pf� r%G�C�, /
:���r�»: 250 Short Blvd.
---- __--
Dallas TX7523Z—____
til'RE"I�l':
Great fv1id�.��est Insurance Cor���� �v _
_ _ __ _ - -
61' : ��--_ -- 1"'; _ -��� _
Si��nawr�•
Ricn�rd H. �vlitcneli, A?tor�;�>v-in-FGct
\; :r,� ;m�! Titl: - — -
��u��.:;: 800 Gessner, Suite 60C
Houston. TX 77024 _
�-���P',,�,r,: �u�„n��:(713_� 935-4800
3, `\'�i��: [l�>i��n;:�i I�� .in ollic�r os�thc �ur�[� CornErun. cli�r� inu>t h� un iil� a«rtiti��i ��uurt
;� tl'ott; th� b�-I.:u; :ho��in�, [hat thi; �crs�,n ha; at:tf,urit�. t�� ;i��n ;uci� ubli�a�i��n. If
3`� Stucl�'; �iii�;ica{ aciclr�:> i, cli�tcrcnt ti-nm it; mailin�� �!ddr�;:. i�c�[lt nit!;t hc ��rc�� i�i«l.
� -ir'i
1 I Th� c;�:t� ni� :i�e bunci ;I�all n��t i�� E�ri.ir i�� th� �.it� [h� C���;:ti�act i� ,n� �ircl�d.
„
��:����.,�,���: . ,.-;:c-:
s� ��i;�:.:�� ,.. �.. . ��-;i��_ �...� a..:�.,., -.,;' :::,,: �
l�U\Di- it)`.� Ul-i'...Ili'i�ii ���. \I:�)ii).'i�t!;I�_( ��
� - , i:•. i'r .��(\r� ,�1�„�r,
� �': :,. �. ..., . �... . . . . '_: i' _ . .
POWER OF ATTORNEY
Great Midwest Insurance Company
KNOL�V ALL t�1EN BY THESE PRESEf�'TS. �ha: GREAT MIDWEST INSURANCE COMPANY. a Ter.2s Ccrocra?ior �v�'n its o��napal o�fic?
Hcuston, TX, does he;eby ccnstitute and appoin; titark VJ. Ed:vards. II, Jeffr�y ��'. '1�!ilson, Ricnard H. Mitchell, VVilliam ��i Smith.
nna Childress, Alisa B. Ferris, Robert R. Freel
s;rue cnd 12wrul At•.omey(s)-In-Fact to make, execute, seal and deliv�r for, and on i;s benalf �s s::reiy, any and ali bonds underta'r.i��s or cchcr
�ri;ings oblig�;ory in n2ture of a ocnd.
i
Tnis autnor�y is m2de under and by the authon;y of 2 resol��ticn wnich was passed by the Board or Director; o! GREAT MIDWEST
JSURANCE CoMPANY, or the 1�' day or Aprii, 2Q25 as fcllo�vs
Resolved. tha; tne PrEsident, or any of��cer, be and hereby is aul"norized :c appoin; and empower any representative of tne Cempony c�'
trer person or persons as Attomey-In-ract to execu;e on behalf of tFe Company any cor,ds, under,akings, pclicies conLacs c� inde�:�nity or o:ner
rriUrgs obliga,ory in na:ure o� a bond no; to exceed One-Hundred P�fillion dollars (S �CC.OGO,OOO.CO), which ine Company mig�� execu;e throu�:h
s duly elecced of�cers and affix the seal of the Company !nere:c A:�y said execu5cn o; such documenis by 2r, Atiomey-Ir.-Fac; srali be as.
mdmg upen the Company as if �ney h2d been duly ex?cuLd and ackncwledged by se regularly �lected of �cGrs or the Compar;y Any A;romey-!n-
zct, so �ppointed, may be removed in the Company's so!e dfscre;ion and tne au;hc-i,y so gran!ed may be revoked as sp2c�f�ed in ;he PcwE( cf
+ttorney
Resolv2d, tha; the sigrature of ,he Presiden; and tne seal o; tne Compan; m�y t� af5xed "py etec;ronic mail o^ a^y pcv.er of a,tcmey;
�ran,ed, �nd the signa;ure o` tne Secre.ary, and the s2al o` the Company may b2 a` �xed by electronic mzil to any certifica;e o� any suc'r, pc�''erl
ind any such po�.ver or certffica,e bearing such electronic signa,ure and se2i shall �e vand and bindme on tne Company Any such pa„�r so
�xacuted �rd se2led and ceRi icat2 so executed ard sez'ed shall. :vitr respec: to any bond o` u^ �'ena�:ina ;o which i; is attac��ed con;inue ;o be'.
�alid and bind�nc cn ,ne C�mpany
IN Vb1TNESS THEREOF. GREAT MIDWEST INSURANCE COMPANY has c�uszd this ins:rument to be signed by �ts President and i;s
�orporate Seal ,o b� 2i 1?C?� �h�s 3tn day af Aoril. 2025.
�\�E�� 1NSuqq,y� c,o
F
: ro
1� cc�ao=..,r seu �
� O`'
�S �ORPO���`
ACKNOWLEDGEMENT
GREAT MIDWEST fNSURANCE COMPANY
6Y � � � . Yf��S
h12rk ll�1 Heushil!
Pr2sidzn;
Or ;nis 3tn dsy o` Apri! 2Q25, before me, personaily came f.iarK LN Hausnill tc me knc�vn, wno oeing duly swom. did dzpose znd say
that he is tne Presid-cnt o� GREAT MIDWEST INSURANCE COMPANY, tne corpo-ation described �n and v�nich ex2cuced t'r:e �bcva in=�•umen� ;ha;
he exzcuted s��d �ns;rumcn; on behalf of tne corporation by authori,y of nis o�fce unde' the By-IGvrs o'said corporation
..__,..._____,�
.�;;;"•. (�2tS'Ttt+tABtSFiQP
�,.... �:_
�;: �ty r�y u� � i3tosQaas
�,�:== �yfA
�.i�� cr ��: Fy}yffK � 14, GVLa
...�.� �
CERTIFICATE
BY L�tJfi�J�_ .n.�f�i
Christina B�s�,Gp
�lot2ry Puol;c
I;he undersicned 5ecreiary of GREAT MIDWEST iNSURANCE COMPANY. A i exas Ir,suranc� Cernpany, DO H�REBY CEP,TI�Y ;^a;
�the original Pe�.VBf G�fi �0�'tc j Of :YhiCr ,he forzgoing is c i'C0 eftd CO'�BC: CCCy, iS ;^� fS�I �C'C2 2^d e4ec' and has net been revn'r,ed c':u :^? 'cSO�U:lG^.�
ias se; �oRh a2 r�cv� in �crce.
31 st
S��ned 2nd Se2,ed o; Nous;c� TX ;n:s
a�s� �ySU�,�,C
T\O` �CO�
a
la( ��aaRr_sJ.: �
` ?.� ^ ^ o�
1
{a� CCnP.^+�`t�
�C.OD�f 2�2j
G?��0�— —�---
\ `
aY i�� . J
�atrici2 2n
5ecrota.ry
�"WARNING: Any person who knowingly and with intent to de`ra::d ar,;: ir,s�.;rance company or o:her person, files and application for ins�rence ef claim
',containing an� materially faise iniormalion, or conceais ior the purpcse af misleading, information concerning any (act ma:erial .hereto, cammits �
lfraudulent insurance act, which is a crime and su6jects such person fo criminal and civi! penalGes.
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
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
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
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
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.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
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.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
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.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
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.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 11 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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
00 73 10- 12
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 12 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 13
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 13 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 14
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 14 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 15
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 15 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 16
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 16 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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:
00 73 10- 17
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 17 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 18
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 18 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 19
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 19 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 20
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 20 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 21
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 21 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 22
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 23 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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
00 73 10- 24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
CITY OF FORT WORTH
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.
00 73 10- 27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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.
00 73 10- 30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
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:
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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.
00 73 10- 35
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.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 106380
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 106380
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH North City East Addition – Lot 2, Block 2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 106380
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
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. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
North City East Addition - Lot 2, Block 2
CPN: 106380
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
4. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer’s opinion, acceptance will require substantial revision of the
original design
d. In the City’s or Developer’s opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
North City East Addition - Lot 2, Block 2
CPN: 106380
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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. No construction schedule required unless requested by the City.
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 delivery of the
distribution package to the City.
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. Developer and Consultant
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. 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. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
North City East Addition - Lot 2, Block 2
CPN: 106380
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
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. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT 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]
North City East Addition - Lot 2, Block 2
CPN: 106380
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 33 00
DAP 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.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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)
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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 Developer at least 7 Calendar Days prior to release for
manufacture.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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. Sufficient information shall be attached to permit a written response without further
information.
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]
North City East Addition - Lot 2, Block 2
CPN: 106380
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
North City East Addition - Lot 2, Block 2
CPN: 106380
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
North City East Addition - Lot 2, Block 2
CPN: 106380
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
North City East Addition - Lot 2, Block 2
CPN: 106380
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
North City East Addition - Lot 2, Block 2
CPN: 106380
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from 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. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 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]
North City East Addition - Lot 2, Block 2
CPN: 106380
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
4/7/2014 M.Domenech Revised for DAP application
North City East Addition - Lot 2, Block 2
CPN: 106380
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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. 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.
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]
North City East Addition - Lot 2, Block 2
CPN: 106380
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
North City East Addition - Lot 2, Block 2
CPN: 106380
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City’s Project Representative.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
North City East Addition - Lot 2, Block 2
CPN: 106380
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor’s Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
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. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer’s printed data, or neatly typewritten
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
North City East Addition - Lot 2, Block 2
CPN: 106380
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
North City East Addition - Lot 2, Block 2
CPN: 106380
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 322 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
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
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
4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air
4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air
4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6% Air
8/4/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5020A f 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 10/31/2025
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 10/31/2025
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
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)
9/9/2022 32 13 13 Mix Design Burnco Texas 36U500BG 3600 psi 5.5-7.5" 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 2 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 With 20% Fly Ash 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
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
5/20/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1643 3600 psi 1-3" Slump; 3-6% Air
6/20/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1629 3600 psi 1-3" Slump; 3-6% Air
7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1655 With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air
7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1670 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 10/31/2025
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
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
5/20/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1643 4500 psi 3-5" Slump; 3-6% Air
6/20/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1629 4500 psi 3-5" Slump; 3-6% Air
7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1670 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
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
…Class P Concrete (Continues)
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 10/31/2025
Class HES (High Early Strength Paving)
9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3-6% 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
03 314 16 Mix Design Martin Marietta YN81O001 750 psi 8-12" Slump; 5-10% 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
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
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
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
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
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
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 10/31/2025
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 10/31/2025
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
….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
(4-5-2025) 03 34 13 CLSM specification
Page 6 of 6
CFW Product Name Manufacturer Manufacturer Product Name & Description
Makers Sales and Marketing, LLC MRT2470AB‐Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Galvanized
Makers Sales and Marketing, LLC MRT2470AB‐Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Black
Valmont Industries, Inc DB01373(page 1 of 6)‐Shoe Base Pole Type 11,
Galvanized
Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 4 of 6)‐Single Arm Type 33B, Galvanized
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R2‐3K‐
MP‐NL‐P7‐AO‐RFD325607
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R4‐3K‐
MP‐NL‐P7‐AO‐RFD325606
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R2‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD325609
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R4‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD325608
McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE
Bayou Forest Products 30‐35’ .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 6 of 6)‐Wood Pole Arm, Galvanized
Makers Sales and Marketing, LLC MRT33.585AB‐Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Galvanized
Makers Sales and Marketing, LLC MRT33.585AB‐Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Black
Valmont Industries, Inc DB01373(page 2 of 6)‐Shoe Base Pole Type 18,
Galvanized
Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 3 of 6)‐Single Arm Type 33A, Galvanized
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R2‐3K‐
MP‐NL‐P7‐AO‐RFD322792
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R4‐3K‐
MP‐NL‐P7‐AO‐RFD322794
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R2‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD322793
Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R4‐3K‐BK‐
MP‐NL‐P7‐AO‐RFD322795
Wood Pole Arm
CFW Lighting Approved Products List
Arterial Luminaire
Residential Luminaire
Residential‐Standard
Arterial‐Standard
Type 11 Pole
Type 33B Arm
Timber Pole
Type 18 Pole
Type 33A Arm
McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE
Bayou Forest Products 30‐35’ .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc DB01373(page 5 of 6)‐Wood Pole Arm, Galvanized
Washington 10' Pole Acuity Brands Lighting, Inc.Holophane, CLA 10.6(0AL)FT J20P07BK‐MOD, AB‐31‐4
RFD110736
Washington 14' Pole Acuity Brands Lighting, Inc.Holophane, CLA14FT J20DMODC03BK RFD325026, AB‐
16‐4 SPEC RFD325026
Washington Luminaire Acuity Brands Lighting, Inc.Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7
FRGL RFD338699
Washington Globe
Luminaire Acuity Brands Lighting, Inc.
Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7
AO RFD‐315548
Oleander Type A Pole Acuity Brands Lighting, Inc.Holophane, PDA 12S5L20POBBK‐MOD
Oleander Type B Pole Acuity Brands Lighting, Inc.Holophane, PDA20S5L20P08BK‐MOD
Oleander Type B Arm Acuity Brands Lighting, Inc.Holophane, OHC 15IN 2A TN BK
Oleander Luminaire Acuity Brands Lighting, Inc.
Holophane, AUCL2 P40 30K AS BK L3 N P7 AO
RFD338741
Berry 12' Pole Acuity Brands Lighting, Inc.Holophane, RSA 12 50 G12 SC BK AB‐26‐4 RFD326400
Berry 20' Pole Acuity Brands Lighting, Inc.Holophane, PD20S5J20P11BK RFD338816
Berry Arm Acuity Brands Lighting, Inc.Holophane, VLC 27IN 1A TN QSM BK
Berry Luminaire Acuity Brands Lighting, Inc.
Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7
AO SH
Banner Arms Acuity Brands Lighting, Inc.Holophane, BA‐24IN‐2A‐C0‐S4J‐BL‐075P‐BK
Cantex Inc.
Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651
specifi cations and NEMA TC2, Rated for 90°C Cable,
Sunlight Resistant, 10’ Lengths and 20' lengths
Heritage Plastics
Rigid Nonmetallic Schedule 80 Electric Conduit, Meets
UL 651 specifications, RUS listed, NEMA TC‐2 and
NEMA TC‐3, Rated for 90°C Cable, Sunlight & Weather
Resistant
Atkore‐Heritage Plastics
PVC Rigid Schedule 80 Conduit, Conforms to UL 651
and NEMA TC 2, Sunlight Resistant, Listed for 90°C
conductors or cable
Prime Conduit, Inc
Schedule 80 PVC Rigid Nonmetallic Conduit, Extra
Heavy Wall EPC‐80, Sunlight resistant, Rated for use
with 90°C conductors, Meets UL651
Splice Kit With Connector NSi Industries, LLC
Gel Stub Splice Kit with Connector, Easy‐Splice, ESSLK
Series
Wood Pole Arm
Timber Pole
Conduit
Decorative‐Pedestrian
System
Southwire Type XHHW‐2 copper conductor, 600V
Encore Wire TYPE XHHW‐2 / RW90, copper conductor, Superslick
Elite, 600V/1000V
Encore Wire THHN / MTW / THWN‐2 Copper conductor, 600V
Service Wire Co Servicepro‐X XHHW‐2, 600/1,000 Volt Copper, CT
Rated
Advanced Digital Cable Inc
XHHW‐2 Low Smoke Halogen Free, Cross‐linked
Polyethylene Insulated 14 AWG‐750 MCM, 600 Volts,
90°C Dry and wet
Aluminum Wire‐Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor
Edison General Purpose, Midget Class MEN Fuses, Voltage
Rating: MEN ‐ 250 VAC, Ampere Rating: 0.5 ‐ 30 Amps,
Interrupting Rating: 10,000 RMS Amps @ 125V
Edison Modular Ferrule Fuse Blocks for Midget Class and CC
Fuses
Cooper In‐line fuse holders for Single‐Pole 13/32" x 1 1/2"
Fuses HEB‐AA
EATON
Bussmann Series, HEB breakaway and non‐breakaway
in‐line fuse holders for UL 13/32” x 1‐
1/2”supplemental fuses
EATON Bussmann Series, FNM 13⁄32˝ x 1‐1⁄2˝ 250Vac Ɵme‐
delay supplemental fuses
Connector Thomas & Betts Wire Joints for Copper Conductor, Cat No: 54615,
54620, 54625‐TB, 54635, 54640, 54630
Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U)
WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U)
Electrol Systems, Inc TY A (240/480) 100(NS)AL(E)PS(U)
WE Manufacturing & Controls TY A 240/480 100(NS)AL(E)PS(U)
MacLean Highline Polymer Concrete, PHA132412X0002: TIER 22 (X) 22,
500lbs
Oldcastle
Polymer Concrete, H‐SERIES UNIT, H1730‐24 TIER‐22 ‐
TXDOT 2x 1/2" CAPTIVE BOLT ‐ 2x BRASS FLOATING
NUT
Oldcastle
Polymer Concrete, H‐SERIES UNIT, H1324‐24 TIER‐15 ‐
TXDOT 2x 1/2" CAPTIVE BOLT ‐ 2x BRASS FLOATING
NUT
Kearneys NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N
Series
Photocell Acuity Brands Lighting, Inc.Dark To Light, DLL Elite, Electronic Locking, Type
Photocontrol, DLL‐127 or DLL‐480
Shorting Caps Acuity Brands Lighting, Inc.Dark To Light, Part # DSHORT SBK U
Residential Luminaire TRASTAR INC.DURA‐STR10A‐3K‐120‐3‐GR‐SCL
Arterial Luminaire TRASTAR INC.DURA‐STR25‐3K‐120‐3‐GR‐SCL
Interim Products
Copper Wire/Conductor
Metered Pedestal 120‐240V
Metered Pedestal 240‐
480V
Ground Box
Fuse & Fuse Holder