HomeMy WebLinkAboutContract 59696-PM1CSC No. 59696-PM1
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Firehouse Hotel
IPRC Record No. IPRC23-0008
City Project No. 104705
FID No.30114-0200431-104705-EO7685
File No. W-2913
X File No. 27683
Mattie Parker David Cooke
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
April 2023
m1mia
519 E. Border Street
Arlington, TX 76010
www.mmatexas.com
ataylor@mmatexas.com
tbpe #f-2759
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
00 - General Conditions
Last Revised
!1Diiv1i1si1on
1 nn
lwiAwim : to l "A
03 i�c020
1 00 21--13
1:ralmeivnVz Bides
03 i�2-0
00 41 00
00 42 43
00-43 13
AIR
Proposal Form Unit Price
14id Bond
nn/n��4
05/22/2019
nn in�014
00 4-5-11
8WddeM-RFt4 XZ11"fi 3n'-
04 �n�014
0045 12
Prequalification Statement
09/01/2015
00-45 13
&,dderAm4cti-Ni
03m�00
00 45 26
Contractor Compliance with Workers' Compensation Law
04/02/2014
00-43 40
A4i nm--t
04i 8
00 52 43
Agreement
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
0062 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
0062 19
Maintenance Bond
01/31/2012
00 72 00
General Conditions
11/15/2017
a0073 10
Standard City Conditions of the Construction Contract for Developer
01/10/2013
1
Awarded Projects
Division 01 - General Requirements
Last Revised
01 11 00
Summary of Work
12/20/2012
N 01 2500
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
013120
01 3233
praiect Meetings
Preconstruction Video
n�m�ir41
08/30/2013
01 3300
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 4523
Testing and Inspection Services
03/20/2020
01 5000
Temporary Facilities and Controls
07/01/2011
01 5526
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 6600
Product Storage and Handling Requirements
04/07/2014
01 7000
Mobilization and Remobilization
04/07/2014
01 7123
Construction Staking
04/07/2014
01 7423
Cleaning
04/07/2014
01 7719
Closeout Requirements
04/07/2014
01 7823
Operation and Maintenance Data
04/07/2014
01 7839
Project Record Documents
04/07/2014
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
httD://fortworthte,xas.gov/tDw/contractors/
or
[It tDS://aDDs.foi,twortittexas.gov/Pi-oi ec tReso u rces/
Division 02 - Existing Conditions
Last Revised
f 0241 13
Selective Site Demolition
12/20/2012
0241 14
Utility Removal/Abandonment
12/20/2012
0241 15
Paving Removal
02/02/2016
Division 03
- Concrete
03 30 00
Cast -In -Place Concrete
12/20/2012
03 34 13
centr-eliea 1 ., . St..ength AR F"i,-i (CI P_N4)
12i�i2
0334 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
2605 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 1000
Site Clearing
12/20/2012
31 23 16
N 23 23
Unclassified Excavation
Berfe
01/28/2013
n i 98A 013
I� 31 2500
3 ,�9
2 1�
Erosion and Sediment Control
Gabiens
Ripr-a1j
12/20/2012
r
12A20,9012
1 2 "�12
Division 32 - Exterior Improvements
3201 18Tamp
i2Q0Q012
3201 29
Concrete Paving Repair
12/20/2012
32iii3
')o'N Crarak
12�7�0 -2
32 1129
27 I I
Lime Treated Base Courses
Genient12/7�012
12/20/2012
T-?_--a�1 e. �.:i:.,�-
08/ 1 ins
32 12 16
Asphalt Paving
12/20/2012
32 1273
Asphalt Paving Crack Sealants
12/20/2012
32 13 13
Concrete Paving
12/20/2012
32 1320
Concrete Sidewalks, Driveways and Barrier Free Ramps
06/05/2018
32 '1 ^3 '
733
} ^
�Concrete Paving Joint Sealants
�
ek t Ravin
12/20/2012
12/204012
CITY OF FORT WORTH
Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
104705
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
11 /22/2013
32 1725
�Dao- A. t<tst.✓ N-6rt�.V
11/04/2013
32 3 i i 3
& W: Ord v=
12/20/2012
3231-26
Wire and Gates
12/20/2012
3231 29
Wood F--Ba1= a:d Ca4e5
12/20/2012
3.132 13
Caar i:: Noce GeneFe4e n:1Z NAU- if
06/05/2018
3291 19
Topsoil Placement and Finishing of Parkways
12/20/2012
3292 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
3301 31
Closed Circuit Television (CCTV) Inspection
03/03/2016
3303-i
%-x-es ; -mr..~ sti"R seew s- 9wrri-
12/20/2012
33 04-40
13!) :tier
12/20/2012
3'�11
C=k—al T.V. Skoiens
12/20/2012
_
3304 1�
A :od:f"atlia►+ic Prulaetien System
12/20/2012
33-04 30
Sa,,,,,era f.. Watw Se_..:ees
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
3305 10
Ulilirt T:aneh xaas.,31im, Erk*dmen%s and BaekfiR
12/12/2016
33-05 Q
-'vovr
12/20/2012
3305 13
Frame, Cover and Grade Rings - Cast Iron
01/22/2016
4405 �--13.10
ant, Cmw Z.7'd Gr4do 11*7",;3 Gomm'' site
01/22/2016
3305 14
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
12/20/2012
3305 16
��
Canerete Water- [fault..
12/20/2012
33 05-17
C=a: z�a Cal'rW&
12/20/2012
330520
Aimv. Bering
12/20/2012
330521
Tunnel Liner Plat
12/20/2012
33 05 22
&ft1 cvd;mg Pire
12/20/2012
330523
Hand T,,.ineH ft
12/20/2012
I 33�4
1flfit&4Ct%;1Jn of 0..'l. "� 1i N-A; C n;t:, 3. TU
06/19/2013
330526
ulilry
12/20/2012
333 053
�: of Tiriati:r Uklitios
12/20/2012
33-i t 055
Belfry P1:n , ani G,-&kew
12/20/2012
33-43 to
Dne-1 's %-w P-Me
12/20/2012
33 11 11
Ductile Iron Fittings
12/20/2012
33 11 1q
may'. `ChB"43 [PVQ, i arc i\;.E
11/16/2018
33 11 13
atis Prwm-a 1
12/20/2012
33 11 14
Btified Steel Pipe and Fitiffims
12/20/2012
33 121
1 irsh to 2 i ah
02/14/2017
33 1211
"Ialkv hk&em
12/20/2012
33 122
Resent 9 d Ctr NHS
12/20/2012
33 1221
AWWA RubbeF Seated FLUarfly `.aX-s3
12/20/2012
33 1225
Connection to Existing Water Mains
02/06/2013
3.3- 30
G0 xata:: Ai- Z`>i1: suer Jim fx Potable ■ ate Systems
12/20/2012
33-42 40
Firr I-Iydrwnts
01/03/2014
CITY OF FORT WORTH
Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
104705
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 1250
` $aliu-z
12/20/2012
33 1260
,ward iz-.f zFfVal•/$ .Cf��-xtih
06/19/2013
f 33 31 12
Cu-ed in Place Pipe (GIPP
12/20/2012
3331 13
Fear ! &,%-:fnr. s 7f ` IWOFs
12/20/2012
33 31 15
High Density Pell -if- Jzn% (UPPELYNN frr Cowex
12/20/2012
33 31 20
My'I%r-/I C' 10:11�'n'�-r,--:'i„ "s�, ✓f '
06/19/2013
33 31 21
15k1'C0-A4 JZJ&ed Nzf lc C: c ict-f Sant—q SaWe
12/20/2012
pipe
33 31 22
12/20/2012
33 31 23
g"taFy Sewer- Ulna E-nl r-gemen
12/20/2012
33 31 50
:; w�d ✓7-iiaa Umo
04/26/2013
33 31 70
Goni4inatien A-.,- \Wve fer wl' l 5:,rrcr Pnm.'; '. kir.s
12/20/2012
3339 10
Cast -in -Place Concrete Manholes
12/20/2012
33 39 20
Precast Concrete Manholes
12/20/2012
i 33 39 30
F7 r�LsN- Na"he10
12/20/2012
33 39 40
Mastewater As&stt Chorr.lr,w MIA0,,
12/20/2012
33 39 60
Egga;iu1 L%asm fa: Swita-. [ Scwer StMrAUFeS
12/20/2012
3341 10
Reirfersad C-_ne.ete SteFm Sewer- n:...,rGulyeks
07/01/2011
3341 11
12/20/2012
3341 12
11/13/2015
33 46 00
Saaage
12/20/2012
33 46 01
S1etted St'a-tn :?rir.3
07/01/2011
33 46 02
T effSk Dmma
07/01/2011
3349 10
GV4 ' Pl:.�a Ni kX-..ti9F1 BOXeS
12/20/2012
33 49 20
12/20/2012
j 33 49 40
Sly I1ra:;rAc rrld
07/01/2011
Division 34 -
Transportation
3441 10
Traffic ✓Arn,6
10/12/2015
3441 10.01
Attaehmsrt A Coffl# Ae -abinet
12/18/2015
3441 10.02
Att. !;r..
02/2012
3441 10.03
Alk&,,A�menl'C S6ftvffim 913e6fi.
01/2012
3441 11
Tem;orn-j Treffie-�
11/22/2013
3441 13
Remw::^jt T.Oria Ei.L;rula
12/20/2012
3441 15
11/22/2013
3441 16
PedeV1e an '.-rrrb—A- SigflaI
11/22/2013
34 41 20
Roadway Illumination Assemblies
12/20/2012
34 41 20.01
A+W,&! LED Bead•riay :j,rt;:&+Fes
06/15/2015
34 41 20.02
Ffee;rr--/ LIRR ! ^Oad O. V L ....•iHaiF0S
06/15/2015
34 41 20.03
Residential LED Roadway Luminaires
06/15/2015
34 41 30
11/12/2013
3441 50
S ..-f_ tA34c Fikor- n.. e Cable
02/26/2016
3471 13
Traffic Control
11/22/2013
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
Page 5 of 5
Cw 9/31
A-►•a:lnvlitjof!✓e-
GC-4.02
Subsurface and Physical Conditions
Cr' +I.V
u.,dernu:rd r3wilili ,
C/C 106
Ilemrdaua Crarrrtior. at Site
49C
Nfi ", tx,....ien Owned Bwyr n rrta*zoGemplionee
CC C47
Wage -Rate s
GR-01 60 00
Product Requirements
END OF SECTION
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
00 42 43
DAP - BID PROPOSAL
Page t of
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification i Unit of Bid Bid Value
No Section No. Measure I Quantity
i UNI7 I: WATER IMPROVEMENTS
1 13305.0118 Meter Box Adjustment 1330514 EA 31 $500.0C1 $1.500.00f
TOTAL UNIT I: TER MPROVEMENTS $1,500.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 2023-03-03 Firehouse _0042 43_Bid Proposal DAP _(007)
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item) Specification Unit of Bid
I Description I I Unit Price Bid Value
No
Section No. Measure Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
1 3305.0107 Manhole Adjuslmenl, Minor 33 05 14 EA + 2 $3.000.00 $6,000.00
2 19999.0001 Connection to Existing Manhole 1000 I EA I 1 $1,500.00 $1,500.00
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $7.500.00
CITY OF FORT woRTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 2023-03-03 Fimhouse_00 42 43_Bid Proposal- DAP (007)
00 42 43
DAP - BID PROPOSAL.
Page 3 of 6
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Bidder's Application
Bidlist Item
DcscripHon
I Specification I
Unit of J Bid
I No.
J Section No. +I
Measure I Quanti ty
E
UNIT III: DRAINAGE I
PROVEMENT$
1
19999.0002
9999.000 12' Flume with Neenah Foundry Heavy Duty Grate
11000
�00 I
EA
2
3' Flume with Neenah Foundry Heavy Duty Grate
00 00
EA
I 1 �
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
Bidder's Proposal
Unit Price I Bid Value
$6,000.001 $30,000.00
$6,400.001 $6,400.00
$36A00.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 2023-03-03 Firehouse_OO 42 43_Bid Proposal DAP_ (007)
00 42 43
DAP - BID PROPOSAL
Page 4 of 6
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Bidder's Application
�Bldllst Item
Description
I Specification I
Unit of
Bid
No
Section No,
Measure
Quantity
UNIT IV: PAVING IMPROVEMENTS
1
0241.0100 Remove Sidewalk
0241 13
SF
442
2
0241.0300 Remove ADA Ramp
0241 13
EA
1
3
0241.0402 Remove Asphalt Drive
0241 13
SF
496
4
0241.1000 Remove Conc Pvmt
0241 15
SY
50
5
-0241.1100 Remove Asphalt Pvmt
0241 15
SY
3
6
lD241.1300 Remove Conc Curb&Gutter
02 41 15
LF
217
7
3125.0101 SWPPP a 1 acre
31 25 00
LS
1
8
3211.0501 6" Lime Treatment
32 11 29
SY
169
9
3213.0101 6" Conc Pvmt
32 13 13
SY
125
10
3213.0301 4" Conc Sidewalk, Adjacent to Curb
32 13 20
SF
6198
f 11
3213.0401 6" Concrete Driveway
32 13 20
SF
573
12
3213.0501 Barrier Free Ramp, Type R-1
32 13 20
EA
4
13
3216.0101 6" Conc Curb and Gutter
32 16 13
LF
241
14
3292.0100 Block Sod Placement
3292 13
SY
158
15
3471.0001 Traffic Control
3471 13
MO
1
TOTAL UNIT IV: PAVING IMPROVEMENTS
Bidder's Proposal
Unit Price I Bid Value
$10.00 $4,420,00
$480.00 $480.00
$22.00 $10.912.00
$22.00 $1.100.00
$225.00 $675.00
$24.00 $5.208.00
$7,000.00 $7.000.00
$133.25 $22.519.25
$180.00 $22.500.00J
$20.00 $123,960.00
$19.00 $10,887.00
$5.800.00 $23,200.00
$65.00 $15.665.00
$72.00 $11,376.00
$6,200.00 $6,200.00
$266.102.25
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Vorsion Nay 22, 2019 2023-03-03 Firehouse_00 42 43 Bid Proposal DAP_ (007)
00 42 43
DAP - BID PROPOSAL
Page 5 or6
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information
Bidder's Proposal
J 1S rlir;s
No.
Item+
Description
Specification
I
j Unit of f
Bid
Unit Price I
Bid Value
II
Section No.
J Measure I
Quantity
UNIT V. STREET LIGHTING IMPROVEMENTS
1
2605.0111 Furnish/Install Elec Sery Pedestal
26 05 01
EA
1
$11,914.15
$11,914.18
2
2605.3015 2" CONDT PVC SCH 80 (T)
26 05 30
LF
824
$34.00
$28,016.00
1 3
3441.1408 NO 6 Insulated Elec Condr
3441 14
LF
2472
$3.35
$8.281.20
4
3441.1502 Furnish/Install Ground Box Type B. w/Apron
3441 15
EA
7
$1.860.00
$13,020.00
J 5
3441.3323 Furnish/Install 8' Wood Light Pale Arm
34 31 33
EA
1
$580.00
$580.00
f 6
3441.3050 Furnish/Install LED Lighting Fixture (70 watt ATBO
3421 30
P101 Cobra Head)
EA
8
Il
$800.00
$6.400.00
7
3441.3351 Furnish/Install Rdway Ilium TY 11 Pole
34 41 33
EA
7
$2,756.00
$19,292.00
8
3441.1645 Furnish/Install Type 33A Arm
3441 16
EA
7
$580.00
$4.060.00
9
3441.3301 Rdwv Ilium Foundation TY 1
344133
EA
7
$1.910.01]
$13,370.001
10
3441.3037 Furnish/Install 10'- 14' Washington Standard Light
34 41 30
Pole & Fixture LED
EA
10
$5,249.00
$52,490.00
11
3441 3303 Rdwy Ilium Foundation TY 7
3441 33
EA
10
$1,560.00
$15.600.00
TOTAL UNIT V; STREET LIGHTING
IMPROVEMENTS
$173,023.381
CI [V OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS - DBV[iI.OPER AWARDED PROJECTS
Fo— Version May 22, 2019
2023-03-03 Firehouse- 00 42 43 Bid Proposul_DAP_ (007)
00 42 43
DAP -HID PROPOSAL
Page 6 or6
UNIT PRICE BID
Bidlist Iteml
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
Bidder's Application
J Specification J Unit of I Hid
Section No. I Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
This Bid is submitted by the entity named below:
BIDDER:
Crossland Construction, Inc.
13601 North Freeway
Fort 1Pm1h, Tr 76177
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to nun as provided in the General Conditions.
Total Construction Bid
BY:
TITLE: projectManager
DATE:
END OF SECTION
Bidder's Proposal
Unit Price I Bid Value
$1,500.00
$7,50D.00
$36.400.00
$266.10225
$173,023.38
$494,525.63
Travis Bell
(� u working days after the date when the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
2023-03-03 Firehousa_00 42 43_Bid Proposel_DAP_ (007)
Form Version May 22, 2019
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
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
Tvne" box nrovide the complete major work type and actual descrintion as provided by the Water.
Denartment for water and sewer and TPW for navine.
Major Work Type
Concrete Paving (Under 5000 SY)
Street Lighting 1
Utilities 4 i
Contractor/Subcontractor Company Name
IThe Fain Group, Inc.
IBean Electrical, LLC,
FM Utilities. Inc. I
Prequalification
Expiration Date
9/21/2023 1
3/08/2025
U.
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Crossland Construction, Inc.
13601 North Freeway
Fort Worth, TX 76177
BY: Travis Bell
Ni vnabire)
TITLE: Project Manager
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 0045 12_Prequalification Statement 2015_DAP (1)
Form Version September 1, 2015
FORTWORTW.,
September 20, 2021
The Fain Group
P.O. Box 164308
Fort Worth, Texas 76106
Attn: Larry Frazier:
RE: PREQUALIFICATION RENEWAL FOR PAVING PROJECTS
City of Fort Worth
Dear Mr. Frazier:
The City of Fort Worth Department of Transportation and Public Works has reviewed the
material that you submitted for prequalification renewal to perform street paving in the
City of Fort Worth. This letter is to advise you that The Fain Group., Inc has been
deemed qualified to bid upon and perform the following type(s) of street paving
improvements:
Concrete Paving Construction/Reconstruction -Unlimited
This prequalification is effective September 1, 2021 and your project bid limit is
$42,345,410.00 based upon the submitted financial statement. It shall remain in place for
two (2) years as long as you remain in good standing with the City of Fort Worth. Prior
to the end of the two years, you will be required to submit an updated financial statement
for prequalification renewal consideration in accordance with the City specifications.
In the interim, if you have any questions or comments, please do not hesitate to contact
me.
Sincerely,
a -
Edgar J. Garcia
Construction Manager
Transportation & Public Works Dept.
Cc: file
FORTWORTH.
April 25, 2023
Mr. Francisco Mata
FM Utilities, LLC
4911 Redbird Trail
Midlothian, TX 76065
PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS
Dear Mr. Mata:
Thank you for your submittal of information and data toward prequalification to perform our work.
We are pleased to advise that your prequalification has been finalized. A bid limit $4,156,350.00
has been established for your organization based on the financial data submitted.
Your firm is prequalified to perform the following work:
-- Wastewater Mains (15" and under) for New Development using Open Cut construction methods
-- Water Mains (12" and under) for New Development using Open Cut construction methods
The prequalification and bid limit established above will remain current through 4/30/2024
This date was established to be sixteen (16) months from the date of the most recent financial statement
received, unless rescinded for cause.
Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work
experience, and equipment list will be necessary for this department to establish a new bid limit. Please be
advised that the plans and documents for the work to be performed must be submitted to and approved by the
City of Fort Worth Water Department.
We appreciate your interest in our work and should you have some question in this or other matters within our
purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392-
6055.
Yours very truly, MAIL TO: John Kasavich, P.E.
Fort Worth Water Department
Engineering & Regulatory Services
�Ivr Chris Harder, P.E. 200 Texas Street
Water Director Fort Worth, TX 76102
Fort Worth
All-Amedcacm WATER DEPARTMENT
1 I I I I®I THE CITY OP FORT WORTH * 200 TEXAS STREET * FORT WORTH, TEXAS 76102
817-392-8240 * FAX 817-392-8195
1964 • 1993 • 2011
t. Printed on recycled paper
FORT WORTH.
March 8, 2023
Mr. Chip Bean
Bean Electrical, Inc.
821 E Enon
Everman, TX 76140
Re: City of Fort Worth Sheet Lighting Pre -Qualification
Dear Mr. Bean;
Please accept this letter as Bean Electrical, Inc. approval of pre -qualification for the installation
of roadway and pedestrian lighting in the City of Fort Worth beginning today, March 8, 2023
through March 8, 2025.
If you need additional information or have any questions, please contact me at 817-392-6017 or
by email at Clint. Iloovera,,fort worthtexas.v-ov.
Sincerely,
lint oove>F, P.E., S.E.
Engineering Manager
Transportation Management Division
City of Fort Worth Transportation and Public Works Department
Fort Worth
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
TRAFFIC MANAGEMENT DIVISION
1 I I I I I Tm CITY OF FORT WOirrn * 5001 .1AAIEs AVENUE * FORT Wolrrn, TrXAS 76115
817392-7738 * Fax 817-392-2533
1964 • 1993 •2011 p�}, m Wed nn recycled paper
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00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 104705 Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
Crossland Construction, Inc.
Company
13601 North Freewav
Address
Fort Worth, Tx
City/State/Zip
THE STATE OF TEXAS §
By: Travis Bell
(Please Print)
Signature:
Title: Project Manager
(Please Print)
COUNTY OF TARRANT §
Travis Bell
BEFORE ME, the un ersl ed authority, on this day personally appeared
known to me to be the person whose name is
subscribed to the foregoing instrument_ and acknowledged to me that he/she executed the same as
the act and deed of Project Manager for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
,�. 200 7
f l/
, OHR15JlNA 5WANS0N (/
Notary Public, State of Texas
'xr COMMExpires 02-28-2026 ata ublic in and f r th to of Texas
ID i26078527
Notary
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
Firehouse Hotel
104705
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on is made by and between the Developer,
4 Bedford Lodging, authorized to do business in Texas ("Developer") , and
5 Crossland Construction, Inc. , authorized to do
6 business in Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 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 Firehouse Hotel
16 104705
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 {71D } working days after the
23 date when the Contract Time commences to run as provided in Paragraph 12.04 of the
24 Standard 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 10 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 Zero Dollars ($0.00) for each day that expires after the time specified in
35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount In current funds of Four hundred eighty-four thousand five hundred twenty-five dollars and sixty-three cents
39 ($ 484,525.63 ).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42
A. The Contract Documents which comprise the entire agreement between Developer and
43
Contractor
concerning the Work consist of the following:
44
1.
This Agreement.
45
2.
Attachments to this Agreement:
46
a. Bid Form (As provided by Developer)
47
1) Proposal Form (DAP Version)
48
2) Prequalification Statement
49
3) State and Federal documents (project specific)
50
b. Insurance ACORD Form(s)
51
c. Payment Bond (DAP Version)
52
d. Performance Bond (DAP Version)
53
e. Maintenance Bond (DAP Version)
54
f. Power of Attorney for the Bonds
55
g. Worker's Compensation Affidavit
56
h. MBE and/or SBE Commitment Form (If required)
57
3.
Standard City General Conditions of the Construction Contract for Developer
58
Awarded Projects.
59
4.
Supplementary Conditions.
60
5.
Specifications specifically made a part of the Contract Documents by attachment
61
or, if not attached, as incorporated by reference and described in the Table of
62
Contents of the Project's Contract Documents.
63
6.
Drawings.
64
7.
Addenda.
65
8.
Documentation submitted by Contractor prior to Notice of Award.
66
9.
The following which may be delivered or issued after the Effective Date of the
67
Agreement and, if issued, become an incorporated part of the Contract Documents:
68
a. Notice to Proceed.
69
b. Field Orders.
70
c. Change Orders.
71
d. Letter of Final Acceptance.
72
73
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification vrovision is snecifzcally intended to overate
80 and be effective even if it is alleVe� nr nroven that all or some of the damages being
81 sought were caused. in whole or in Dart. by anv act. omission or negl�ence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for
83 costs, expenses and legal fees incurred by the city in defending against such claims and
84 causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city, its officers, servants and employees, from and against any and all loss, damage
88 or destruction of property of the city, arising out of, or alleged to arise out of, the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification
91 vrovision is specifically intended to overate and be effective even if it is alleged or
92 vroven that all or some of the damages bein sought were caused. in whole or in Dart.
93 by anv act. omission or ne I!i ence of the city.
94
95 Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
98 the Construction Contract for Developer Awarded Projects.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the Developer.
102 7.3 Successors and Assigns.
103 Developer and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon DEVELOPER and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised June 16, 2016
115
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005243-4
Developer Awarded Project Agreement
Page 4 of 4
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor:
Crossland Construction_ Inc.
BVT� rU�
(Signature)
Travis Bell
(Printed Name)
Title: Project Manager
Company Name:
Address: 13601 North Freewav
City/State/Zip: Fort Worth. Tx 76177
&//q/zC)Z3
Date
Developer:
Bedford Lodging
Jeff Blackman
(Signature)
(Printed Name)
Title: President
Company name: Bedford Lodging
Address: 4925 Greenville Ave
Suite 1060
City/State/Zip: Dallas, Texas 75206
Date
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised June 16, 2016
Bond No. 09420007
006213-1
PERFORMANCE BOND
Pagel of 2
1 SECTION 00 62 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Crossland Construction Comnanv. Inc. , known as
8 "Principal" herein and Zurich American Insurance Comnanv , a corporate
9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Bedford
11 Lodging authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas
12 municipal corporation ("City"), in the penal sum of,
13 Four hundred eighty-four thousand five hundred twenty-five dollars and sixty-three cents ($ 484,525.63
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number CFA23-0047 ;and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the p day of ��V\f , 20Z3, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories defined by law, in the prosecution of the Work, including any Change
25 Orders, as provided for in said Contract designated as Firehouse Hotel.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the clay of
9 120 7,5.
10 PRINCIPAL:
11 i"asland-C&Utraction Cornnany. Inc.
12
13
14 BY: ft_
15 ignature
16 ATTEST:
17
18 h Ivan Crossland Jr.. CEO
19 (Prineip ry -ram-s51 is Name and Title
20
21 Address13601 North Freeway
22 Fort Worth. TX 76177
23
24
25 Witness s to Pri lcipal ?0-1( malava'
26 SURETY:
27 �,`�`�e1l,+rrr'r� Erich Americ;�n_lWnrance Comnany
�• R J C * '�.
2$��•� �15 ;,.....' Orr. '•,
1� . s : s• = Signature
3 v Camille 0. Parrnatt_ Attorney -in -Fact
t
c'J'•�!1NSf`� NO_ Name and Title
36 •. ''••l,,,,,��'' a � 1 � Address: 1299 Zurich Wm 5th Floor
37 'ef�`�-- } ` • Schaurnbum, IL 60196
38
39
40 Witness a4to.ircty WMonAica F. Donatelli Telephone Number: (847) 605-6000
41
42 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
43 from the by-laws showing that this person has authority to sign such obligation. If
44 Surety's physical address is different from its mailing address, both must be provided.
45
46 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDIT[ONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert
D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth
on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and
appoint S. Mark WILKERSON, Morgan WILKERSON-LIU, Morgan DEWEY, Monica F. DONATELLI, Debra L. WALZ, Carolyn J.
JOHNSON, Camille O. PARMAN all of Overland Park, Kansas, its true and lawful agent and Attorney -in -Fact, to make, execute, seal
and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds
or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if
they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at
its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND
at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 08th day of May, A.D. 2023.
a05 C v
�gD pP[T�1c
SEAL` "SEALm $ �� �SEALm
iy� ... ,s• 'ryk� .xr � � .tea
Or
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this 08th day of May, A.D. 2023, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D.
Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and who
executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of
the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and
the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
�hnFerr�
I iA C,
Iva Beth -
Notary Public
My Commission Expires September 30, 2023
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attornevs-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such
attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any
time.
CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the
foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of
the By -Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 1 Oth day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
I TIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this day of _4►.ti
1.,1 . „'„ 1111I400
9CRYf'�irxs s irp4'48RY i 2'TG pRy
uSEAC = 'SEAL £- SEAL e
444 ��r� A n y PM
'fir '�HrV�'o� �, d
..+Hlllll�b� N..11�.11111�'� e11�IM1w��
- MR
By: Mary Jean Pethick
Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION
OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT
INFORMATION TO:
Zurich Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056
resiorts fclai msazuri chna, cotn
800-626-4577
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
Texas Important Notice
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Zurich North America's toll -free telephone
number for information or to make a complaint at:
1-800-382-2150
You may contact the Texas Department of Insurance to
obtain information on companies, coverages, rights, or
complaints at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or
about a claim, you should contact the company first. If
the dispute is not resolved, you may contact the Texas
Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not become
a part or condition of the attached document.
0
ZURICH
AVISO IMPORTANTE
Para obtener informacion o para presentar una queja:
Usted puede Ilamar al numero de telefono gratuito de
Zurich North America's para obtener informacion o para
presentar una queja al:
1-800-382-2150
Usted puede comunicarse con el Departamento de Se-
guros de Texas para obtener informacion sobre com-
panias, coberturas, derechos, o quejas al:
1-800-252-3439
Usted puede escribir al Departamento
de Seguros de Texas a:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Sitio web: www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
DISPUTAS POR PRIMAS DE SEGUROS O
RECLAMACIONES:
Si tiene una disputa relacionada con su prima de seguro
o con una reclamacion, usted debe comunicarse con la
compania primero. Si la disputa no es resuelta, usted
puede comunicarse con el Departamento de Seguros de
Texas.
ADJUNTE ESTE AVISO A SU POLIZA: Este aviso es
solamente para propositos informativos y no se con-
vierte en parte o en condicion del documento adjunto.
U-GU-296-E (06/15)
Page 1 of 1
Bond No. 09420007
00 62 14 - 1
PAYMENT BOND
Page 1 of 2
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Crossland Construction Companv. Inc. known as
8 "Principal" herein, and Zurich American insurance Cornnanv , a
9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
11 Developer, Bedford Lodging, authorized to do business in Texas "(Developer"), and the City of
12 Fort Worth, a Texas municipal corporation ("City"), in the penal sum
13 Of Four hundred eighty-four thousand five hundred twenty-five dollars and sixty-three cents ($ 484,525.63
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
15 payment of which sum well and truly be made jointly unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number CFA23-0047 ;and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the ) q day of 'SUv1� , 20 Z3 , which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as Firehouse Hotel.
26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
30 force and effect.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
006214-2
PAYMENT BOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the I �i day of
6 —__Euvnt _ , 20 Z3 ,
ATTEST:
(Princip ) Secreta Si US
�5'11111et1itiWitness s to Prl cipal ?ay IJOAR-1
�'��+1l 11f1�ti►�
(Surety) r&kir--
Morgan Wilkerson -Liu, Witness
PRINCIPAL:
Crossland Construction Company, Inc.
BY:
Signature 4
Ivan Crossland Jr., CEO
Name and Title
Address: 13601 North Freeway
Fort Worth_ Tx 76177
SURETY:
Zurich American Insurance Company
BY:
Signature
Camille O. Parnian. Attorney -in -Pact
Name and Title
Address: 1299 Zurich Wa_v. 5th Floor
yy Schaumburg, IL 60196
Wetness as tr ttrety Monica F. Donatelli
Telephone Number: (847) 605-6000
7
8 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
9 bylaws showing that this person has authority to sign such obligation. If Surety's physical
10 address is different from its mailing address, both must be provided.
11
12 The date of the bond shall not be prior to the date the Contract is awarded.
13 END OF SECTION
14
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert
D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth
on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and
appoint S. Mark WILKERSON, Morgan WILKERSON-LIU, Morgan DEWEY, Monica F. DONATELLI, Debra L. WALZ, Carolyn J.
JOHNSON, Camille O. PARMAN all of Overland Park, Kansas, its true and lawful agent and Attorney -in -Fact, to make, execute, seal
and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds
or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if
they had been duty executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at
its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND
at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 08th day of May, A.D. 2023.
R9 f.
SFr4L`n _ � � � SEAL' �r
,
',yryp„e1111111Aa`', 'a,,'Sr't1YrW 1a�'' �'%a,ln,ln„n�'''r ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this 08th day of May, A.D. 2023, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D.
Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and who
executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of
the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and
the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
/115 &ET%
Nortiv�
Iva Bethea
Notary public
My Commission Expires September 30, 2023
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attornevs-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such
attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any
time."
CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the
foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of
the By -Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 1 Oth day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this j LA_ day of S A -A%_
'4a o �,A$ �Q.P ODV,
cs�OpySEAL SE_ _ SEAL �k
=wn. r'a° ba'sx�v voH w�°a •ra
k 1ra
4�1��
M 9 Pd- �, �, " L
By: Mary Jean Pethick
Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION
OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT
INFORMATION TO:
Zurich Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056
reportsfclai ms(wzurichna.cnm
800-626-4577
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
Texas Important Notice
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Zurich North America's toll -free telephone
number for information or to make a complaint at:
1-800-382-2150
You may contact the Texas Department of Insurance to
obtain information on companies, coverages, rights, or
complaints at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or
about a claim, you should contact the company first. If
the dispute is not resolved, you may contact the Texas
Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not become
a part or condition of the attached document.
0
ZURICH
AVISO IMPORTANTE
Para obtener informacion o para presentar una queja:
Usted puede Ilamar al numero de telefono gratuito de
Zurich North America's para obtener informacion o para
presentar una queja al:
1-800-382-2150
Usted puede comunicarse con el Departamento de Se-
guros de Texas para obtener informacion sobre com-
panias, coberturas, derechos, o quejas al:
1-800-252-3439
Usted puede escribir al Departamento
de Seguros de Texas a:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Sitio web: www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
DISPUTAS POR PRIMAS DE SEGUROS O
RECLAMACIONES:
Si tiene una disputa relacionada con su prima de seguro
o con una reclamacion, usted debe comunicarse con la
compahia primero. Si la disputa no es resuelta, usted
puede comunicarse con el Departamento de Seguros de
Texas.
ADJUNTE ESTE AVISO A SU POLIZA: Este aviso es
solamente para propositos informativos y no se con-
vierte en parte o en condicion del documento adjunto.
U-GU-296-E (06/15)
Page 1 of 1
Bond No. 09420007
006219-1
MAINTENANCE BOND
Page 1 of 3
I SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Crossland Construction Company. Inc. , known as
9 "Principal" herein and Zurich American Insurance Comnanv , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Bedford
12 Lodging, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas
13 municipal corporation ("City"), In the sum Of Four hundred alghtyfur thousand five hundred twenty-five dollars and sixty-three cents
14 ($ 484,525.63 ), lawful money of the United States, to be paid in Fort
15 Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the
16 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs,
17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CIA Number CFA23-0047 ;and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the H day of �5tavtt— _, 207-3 , which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessories as defined by law, in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
27 the "Work") as provided for in said Contract and designated as Firehouse Hotel; and
28
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans, specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two (2) years
32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
33
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the f day of SA"'f
3 , 201:1� .
5
6
7
8
9
10
11 ATTEST:
12
13
14 (Principal) retary —jrcwiS SUS
15
16
17
18
19 Wittig. as to rincipal POn�I Jggl��e„
"%y,I 'rr+r21
+.
,r
V�•��Y[7k�� ��r
i4:a
:z 4,� I_,
30 14rr1���r�r
31
32 (Sure ]-S<-erc�tfrpd-
33 f M,
34
35 itnrss as
36
10
iu, Witness'��?
Donatelli, Witness
PRINCIPAL:
Crossland Consiruclion_Cmpany—D—U.
BY. rt. �a•--•—
Signature
I'Van Cr_ nd_jL_CEO
Name and Title
Address: 1360I North Freewav
Fort Worth_ Tx 76177
SURETY:
Zurich American insurance Comn:}nv
BY; 62mmo.
Signature
Camille O. Parman, Attorney -in -Fact
Name and Title
Address: L29��y_5th Flonr
cliaumhure. IT... 60196
Telephone Number: (847) 605-0000
37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40
41 The date of the bond shall not be prior to the date the Contract is awarded.
42
CITY OF FORT WORTH Firehouse Hotel
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 104705
Revised January 31, 2012
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert
D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth
on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and
appoint S. Mark WILKERSON, Morgan WILKERSON-LIU, Morgan DEWEY, Monica F. DONATELLI, Debra L. WALZ, Carolyn J.
JOHNSON, Camille O. PARMAN all of Overland Park, Kansas, its true and lawful agent and Attorney -in -Fact, to make, execute, seal
and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds
or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if
they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at
its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND
at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 08th day of May, A.D. 2023.
511,11„+ 11111rl". r, N 1„1 „1,Iin11„1
, `y5u71ty4aA
SEAL`n "'SFrgL� rp g SEALm
r' �s r k
1„ •I,INrh,11,11, •k i 1�1114n1`'`1 •yy.. '.....
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
r'•
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this 08th day of May, A.D. 2023, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D.
Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and who
executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of
the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and
the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
It. orA,pr
tva Bethea
Notary Public
My Commission Expires September 30, 2023
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorrtcvs,in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such
attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any
time."
CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the
foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of
the By -Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affixed by facsimile on any Power of Attorney... Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 1 Oth day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this [9 day of —" SL 4v tCL , -1 vZ3,
Co h
SEAL a� S.EAL���
via % '•:..
.,,r..• r
7-Ag pdth�ZJL,
By: Mary Jean Pethick
Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION
OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT
INFORMATION TO:
Zurich Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056
rcnortsfcfaimsC_a].zurichna.coitt
800-626-4577
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
Texas important Notice
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Zurich North America's toll -free telephone
number for information or to make a complaint at:
1-800-382-2150
You may contact the Texas Department of Insurance to
obtain information on companies, coverages, rights, or
complaints at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Web: www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or
about a claim, you should contact the company first. If
the dispute is not resolved, you may contact the Texas
Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not become
a part or condition of the attached document.
0
ZURICH
AVISO IMPORTANTE
Para obtener informacion o para presentar una queja:
Usted puede Ilamar al numero de telefono gratuito de
Zurich North America's para obtener informacion o para
presentar una queja al:
1-800-382-2150
Usted puede comunicarse con el Departamento de Se-
guros de Texas para obtener informacion sobre com-
panias, coberturas, derechos, o quejas al:
1-800-252-3439
Usted puede escribir al Departamento
de Seguros de Texas a:
P.O. Box 149104
Austin, TX 78714-9104
Fax: (512) 490-1007
Sitio web: www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
DISPUTAS POR PRIMAS DE SEGUROS O
RECLAMACIONES:
Si tiene una disputa relacionada con su prima de seguro
o con una reclamacion, usted debe comunicarse con la
compania primero. Si la disputa no es resuelta, usted
puede comunicarse con el Departamento de Seguros de
Texas.
ADJUNTE ESTE AVISO A SU POLIZA: Este aviso es
solamente para propositos informativos y no se con-
vierte en parte o en condicion del documento adjunto.
U-GU-296-E (06/15)
Page 1 of 1
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 823/2021
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Article l — Definitions and Terminology ...................................
1.01 Defined Terms ........................................................
1.02 Terminology...........................................................
Article 2 — Preliminary Matters..........................................................
2.01 Copies of Documents.....................................................
2.02 Commencement of Contract Time; Notice to Proceed.
2.03 Starting the Work...........................................................
2.04 Before Starting Construction .........................................
2.05 Preconstruction Conference ...........................................
2.06 Public Meeting...............................................................
2.07 Initial Acceptance of Schedules .....................................
Article 3 — Contract Documents: Intent, Amending, Reuse.....................................................................
3.01 Intent.......................................................................................................................................
3.02 Reference Standards...............................................................................................................
3.03 Reporting and Resolving Discrepancies................................................................................
3.04 Amending and Supplementing Contract Documents............................................................
3.05 Reuse of Documents..............................................................................................................
3.06 Electronic Data.......................................................................................................................
Page
7
7
7
8
8
8
Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points...........................................................................................................11
4.01 Availability of Lands..................................................................................................................11
4.02 Subsurface and Physical Conditions..........................................................................................12
4.03 Differing Subsurface or Physical Conditions.............................................................................12
4.04 Underground Facilities...............................................................................................................13
4.05 Reference Points.........................................................................................................................14
4.06 Hazardous Environmental Condition at Site..............................................................................14
Article 5 — Bonds and Insurance.....................................................................................................................16
5.01 Licensed Sureties and Insurers...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds.......................................................................16
5.03 Certificates of Insurance.............................................................................................................16
5.04 Contractor's Insurance................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19
Article 6 — Contractor's Responsibilities ................
6.01 Supervision and Superintendence.......
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 823/2021
.......19
.......19
6.02
Labor; Working Hours................................................................................................................ 20
6.03
Services, Materials, and Equipment...........................................................................................
20
6.04
Project Schedule..........................................................................................................................21
6.05
Substitutes and "Or-Equals".......................................................................................................
21
6.06
Concerning Subcontractors, Suppliers, and Others....................................................................24
6.07
Wage Rates..................................................................................................................................25
6.08
Patent Fees and Royalties...........................................................................................................
26
6.09
Permits and Utilities....................................................................................................................27
6.10
Laws and Regulations.................................................................................................................
27
6.11
Taxes...........................................................................................................................................28
6.12
Use of Site and Other Areas.......................................................................................................
28
6.13
Record Documents......................................................................................................................29
6.14
Safety and Protection..................................................................................................................
29
6.15
Safety Representative..................................................................................................................
30
6.16
Hazard Communication Programs.............................................................................................30
6.17
Emergencies and/or Rectification............................................................................................... 30
6.18
Submittals....................................................................................................................................31
6.19
Continuing the Work...................................................................................................................
32
6.20
Contractor's General Warranty and Guarantee..........................................................................32
6.21
Indemnification.........................................................................................................................
33
6.22
Delegation of Professional Design Services.............................................................................. 34
6.23
Right to Audit..............................................................................................................................
34
6.24
Nondiscrimination.......................................................................................................................35
Article7 - Other Work at the Site................................................................................................................... 35
7.01 Related Work at Site................................................................................................................... 35
7.02 Coordination................................................................................................................................36
Article 8 -
City's Responsibilities...................................................................................................................36
8.01
Communications to Contractor...................................................................................................
36
8.02
Furnish Data................................................................................................................................36
8.03
Pay When Due............................................................................................................................36
8.04
Lands and Easements; Reports and Tests...................................................................................36
8.05
Change Orders.............................................................................................................................36
8.06
Inspections, Tests, and Approvals..............................................................................................
36
8.07
Limitations on City's Responsibilities.......................................................................................
37
8.08
Undisclosed Hazardous Environmental Condition....................................................................37
8.09
Compliance with Safety Program...............................................................................................37
Article 9 - City's Observation Status During Construction........................................................................... 37
9.01 City's Project Manager............................................................................................................37
9.02 Visits to Site................................................................................................................................ 37
9.03 Authorized Variations in Work..................................................................................................38
9.04 Rejecting Defective Work..........................................................................................................38
9.05 Determinations for Work Performed.......................................................................................... 38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38
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Article 10 - Changes in the Work; Claims; Extra Work................................................................................ 38
10.01 Authorized Changes in the Work............................................................................................... 38
10.02 Unauthorized Changes in the Work...........................................................................................39
10.03 Execution of Change Orders....................................................................................................... 39
10.04 Extra Work..................................................................................................................................39
10.05 Notification to Surety..................................................................................................................39
10.06 Contract Claims Process............................................................................................................. 40
Article I I - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41
11.01 Cost of the Work......................................................................................................................... 41
11.02 Allowances.................................................................................................................................. 43
11.03 Unit Price Work.......................................................................................................................... 44
11.04 Plans Quantity Measurement......................................................................................................45
Article 12 - Change of Contract Price; Change of Contract Time.................................................................46
12.01 Change of Contract Price............................................................................................................46
12.02 Change of Contract Time............................................................................................................47
12.03 Delays.......................................................................................................................................... 47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48
13.01 Notice of Defects........................................................................................................................ 48
13.02 Access to Work........................................................................................................................... 48
13.03 Tests and Inspections.................................................................................................................. 48
13.04 Uncovering Work........................................................................................................................49
13.05 City May Stop the Work.............................................................................................................49
13.06 Correction or Removal of Defective Work................................................................................ 50
13.07 Correction Period........................................................................................................................ 50
13.08 Acceptance of Defective Work................................................................................................... 51
13.09 City May Correct Defective Work............................................................................................. 51
Article 14 - Payments to Contractor and Completion.................................................................................... 52
14.01 Schedule of Values...................................................................................................................... 52
14.02 Progress Payments...................................................................................................................... 52
14.03 Contractor's Warranty of Title................................................................................................... 54
14.04 Partial Utilization........................................................................................................................ 55
14.05 Final Inspection...........................................................................................................................55
14.06 Final Acceptance......................................................................................................................... 55
14.07 Final Payment.............................................................................................................................. 56
14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56
14.09 Waiver of Claims........................................................................................................................ 57
Article 15 - Suspension of Work and Termination........................................................................................ 57
15.01 City May Suspend Work............................................................................................................. 57
15.02 City May Terminate for Cause................................................................................................... 58
15.03 City May Terminate For Convenience....................................................................................... 60
Article 16 - Dispute Resolution...................................................................................................................... 61
16.01 Methods and Procedures............................................................................................................. 61
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Article 17 — Miscellaneous ................................................
17.01 Giving Notice ................................................
17.02 Computation of Times ..................................
17.03 Cumulative Remedies ...................................
17.04 Survival of Obligations .................................
17.05 Headings........................................................
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ARTICLE I — 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. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement —The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment —The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United States
Occupational Safety and Health Administration.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder —The individual or entity who submits a Bid directly to City.
8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. 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.
11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
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12. Change Order —A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
13. City— The City of Fort Worth, Texas, ahome -rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
15. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
16. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
18. Contract —The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
19. Contract Documents —Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
20. Contract Price —The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the provisions
of Paragraph 11.03 in the case of Unit Price Work).
21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
22. Contractor —The individual or entity with whom City has entered into the Agreement.
23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition.
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24. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
26. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
27. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
28. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
30. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
31. 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.
32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
33. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
34. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the Contract
Documents. Extra work shall be part of the Work.
35. Field Order — A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
36. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
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37. 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.
38. General Requirements —Sections of Division 1 of the Contract Documents.
39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
41. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
43. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
44. Milestone —A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
45. Notice of Award —The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the Work
specified in Contract Documents.
47. PCBs —Polychlorinated biphenyls.
48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non -Hazardous Waste and crude oils.
49. Plans — See definition of Drawings.
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50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
51. Project —The Work to be performed under the Contract Documents.
52. Project Manager —The authorized representative of the City who will be assigned to the
Site.
53. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
56. 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.
57. 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.
58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights -of -way, permits, and easements for access
thereto, and such other lands furnished by City which are designated for the use of Contractor.
60. 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
Proj ect.
61. 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.
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62. 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.
63. Substantial Completion — The stage in the progress of the Project when the Work is
sufficiently complete in accordance with the Contract Documents for Final Inspection.
64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions —That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. 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.
69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work —The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A 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 1.02.13 through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
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.
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any 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.
E. 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.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed
to by both parties in writing.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation,
services, materials, or equipment that reasonably may be inferred from the Contract Documents
or from prevailing custom or trade usage as being required to produce the indicated result will be
provided whether or not specifically called for, at no additional cost to City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be written
in varying degrees of streamlined or declarative style and some sections may be relatively
narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in
conformity with," "as shown," or "as specified" are intentional in streamlined sections.
Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear
in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society, organization,
or association, or to Laws or Regulations, whether such reference be specific or by implication,
shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the
time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids),
except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, 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.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the 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;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written verification
or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's on-line electronic document management and
collaboration system site. Files in electronic media format of text, data, graphics, or other types
are furnished only for the convenience of the receiving party. Any conclusion or information
obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy
between the electronic files and the hard copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting from
the use of software application packages, operating systems, or computer hardware differing from
those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for permanent
structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule
submitted by the Contractor in accordance with the Contract Documents must consider any
outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if-
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on information
and data furnished to City or Engineer by the owners of such Underground Facilities,
including City, or by others. Unless it is otherwise expressly provided in the Supplementary
Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for roadway
and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and
preserve the established reference points and property monuments, and shall make no changes or
relocations. Contractor shall report to City whenever any reference point or property monument is
lost or destroyed or requires relocation because of necessary changes in grades or locations. The
City shall be responsible for the replacement or relocation of reference points or property
monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify
City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost
for replacing such points plus 25% will be charged against the Contractor, and the full amount will
be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known
to City relating to Hazardous Environmental Conditions that have been identified at the Site.
B. Limited Reliance by Contractor on Technical Data Authorized. Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for
a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by Paragraph
6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may
consider the necessity to retain a qualified expert to evaluate such condition or take corrective
action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered written
notice to Contractor: (i) specifying that such condition and any affected area is or has been
rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which
such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions,
then City may order the portion of the Work that is in the area affected by such condition to be
deleted from the Work. City may have such deleted portion of the Work performed by City's own
forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is responsible.
Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity
from and against the consequences of that individual's or entity's own negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5 — BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise
by Laws or Regulations, and shall be executed by such sureties as are named in the list of
"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by
an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which
shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its
right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply with
the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the
Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or
any other additional insured) in at least the minimum amount as specified in the Supplementary
Conditions which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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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 the Supplementary
Conditions
6. 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.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance coverage,
and the City desires the contractor/engineer to obtain such coverage, the contract price shall
be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed necessary
and prudent by the City based upon changes in statutory law, court decision or the claims
history of the industry as well as of the contracting party to the City. The City shall be required
to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the
Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions, revisions,
or modifications shall not be required where policy provisions are established by law or
regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers 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.
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
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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.
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 (if identified in the Supplementary
Conditions).
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.
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 requirements identified in the
Supplementary Conditions.
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.
5.05 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 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 City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required
by the Contract Documents, the 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 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
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
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall 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.
6.02 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.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the 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 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 0132 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 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 6.05.A.1, a proposed item of material or equipment
will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will 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 6.05.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 0125 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly 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 6.05.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 6.05.A and 6.05.13. 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 6.05.A.2 and 6.05.13. 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 (or in the provisions
of any other direct contract with City) resulting from the acceptance of each proposed substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required
to comply with the intent of the City's MBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records,
or files in the possession of the Contractor that will substantiate the actual work performed by
an MBE. Material misrepresentation of any nature will be grounds for termination of the
Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds
for disqualification of Contractor to bid on future contracts with the City for a period of
not less than three years.
E. 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:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the 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.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct
or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. 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 the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such 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 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected 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.
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D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section
2258.023, Texas Government Code, including a penalty owed to the City or an affected worker,
shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act
(Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected 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 1 Ith 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
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.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a particular
invention, design, process, product, or device is specified in the Contract Documents for use in the
performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights
or copyrights calling for the payment of any license fee or royalty to others, the existence of such
rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such
information does not relieve the Contractor from its obligations to pay for the use of said fees or
royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other 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
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of
the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided
for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining clearances
and coordinating with the appropriate regulatory agency. The City will not reimburse the
Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding permits
and licenses.
6.10 Laws and 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
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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 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract Price
or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase,
rent or lease all materials, supplies and equipment used or consumed in the performance of this
contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption
certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued
to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State
Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code,
Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. httD://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
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 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.
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3. Should any Damage Claim be made by any such owner or occupant because of the performance
of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or action,
legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the 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, 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 the costs of such direct action, plus 25 % of such
costs, shall be deducted from the monies due or to become due to the Contractor.
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.
6.13 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
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.
6.14 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
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated 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 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other
individual or entity directly or indirectly employed by any of them to perform any of the Work, or
anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 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.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof If City determines that a change in the Contract Documents is required
because of the action taken by Contractor in response to such an emergency, a Change Order may
be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified
performance and design criteria, materials, and similar data to show City the services,
materials, and equipment Contractor proposes to provide and to enable City to review the
information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in 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 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's 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.
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.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General 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
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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 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
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
5.02.13. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE 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
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SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such services
are required to carry out Contractor's responsibilities for construction means, methods, techniques,
sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
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.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City 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.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate 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.
C. 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.
6.24 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 V1, 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.
ARTICLE 7 — OTHER WORK AT THE SITE
7.01 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.
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of subsurface
conditions and drawings of physical conditions relating to existing surface or subsurface structures at
or contiguous to the Site that have been utilized by City in preparing the Contract Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident 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 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 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 6.14.
ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Manager
City will provide one or more Project Manager(s) during the construction period. The duties and
responsibilities and the limitations of authority of City's Project Manager during construction are set
forth in the Contract Documents. The City's Project Manager for this Contract is identified in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Manager will make 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 Manager will determine, in general, if
the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager's visits and observations are subject to all the limitations on authority and
responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Work
City's Project Manager 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 and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Manager believes to be defective, or will
not produce a completed Project that conforms to the Contract Documents or that will prejudice the
integrity of the design concept of the completed Project as a functioning whole as indicated by the
Contract Documents. City will have authority to conduct special inspection or testing of the Work as
provided in Article 13, whether or not the Work is fabricated, installed, or completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Manager 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).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 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 Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as amended,
modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as
provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required
because of acceptance of defective Work under Paragraph 13.08 or City's correction of
defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work after
making written request for written orders and shall keep accurate account of the actual reasonable
cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 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.
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10.06 Contract Claims Process
A. City s Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a condition
precedent to any exercise by Contractor of any rights or remedies he may otherwise have under
the Contract Documents or by Laws and Regulations in respect of such Contract Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the parry making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City s Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included.• The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.013, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in the
Work. Such costs shall not include any of the costs itemized in Paragraph 11.013, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost, less
market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable. Such losses shall
include settlements made with the written consent and approval of City. No such losses,
damages, and expenses shall be included in the Cost of the Work for the purpose of
determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.0I.A.I or specifically covered by Paragraph 11.0I.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre -bid Allowances:
1. Contractor agrees that:
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a. the pre -bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre -bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use
of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the estimated
quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price work
listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if.
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material moved,
handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The party
to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased
by the amount involved in the change, and the 25% variance will apply to the new plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity.
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E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the provisions
of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.013.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's
fee for overhead and profit (determined as provided in Paragraph 12.01.Q.
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.0l .A.4 and 11.0l .A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and
12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0I.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction
in Contractor's fee by an amount equal to five percent (5%) of such net decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the
Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed
delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made
therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or
neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to 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.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part 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 acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any 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.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 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.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out of
or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in accordance
with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated
with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or 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
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction 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 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be
prescribed by the terms of any applicable special guarantee required by the Contract Documents),
any Work is found to be defective, or if the repair of any damages to the land or areas made
available for Contractor's use by City or permitted by Laws and Regulations as contemplated in
Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in
accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective 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.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to accept
such defective Work and for the diminished value of the Work to the extent not otherwise paid by
Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued
incorporating the necessary revisions in the Contract Documents with respect to the Work, and City
shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of
Work so accepted.
13.09 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
13.06.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, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective 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 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
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled
to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out and
signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear of
all Liens and evidence that the materials and equipment are covered by appropriate insurance
or other arrangements to protect City's interest therein, all of which must be satisfactory to
City.
4. Beginning with the second Application for Payment, each Application shall include an affidavit
of Contractor stating that previous progress payments received on account of the Work have
been applied on account to discharge Contractor's legitimate obligations associated with prior
Applications for Payment.
5. The amount of retainage with respect to progress payments will be as described in
subsection C. unless otherwise stipulated in the Contract Documents.
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B. Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for Payment
and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the
results of any subsequent tests called for in the Contract Documents, a final determination
of quantities and classifications for Work performed under Paragraph 9.05, and any other
qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been performed
have been exhaustive, extended to every aspect of the Work in progress, or involved
detailed inspections of the Work beyond the responsibilities specifically assigned to City
in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor; or
c. Contractor has complied with Laws and Regulations applicable to Contractor's performance
of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective or completed Work has been damaged by the Contractor or
subcontractors requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement will be
assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the
City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has delivered
a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any
adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons
for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than the
time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any 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 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.
14.05 Final Inspection
A. Upon written notice from Contractor that the entire Work is Substantially Complete in
accordance with the Contract Documents:
1. Within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take
such measures as are necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification to the City
of Substantial Completion and the date of Final Inspection.
Should the City determine that the Work is not ready for Final Inspection, City will notify the
Contractor in writing of the reasons and Contract Time will resume.
2. Should the City concur that Substantial Completion has been achieved with the exception of
any Punch List Items, Contract Time will resume for the duration it takes for Contractor to
achieve Final Acceptance.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. 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.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract, make
payment of the balance due for that portion of the Work fully completed and accepted. If the
remaining balance to be held by City for Work not fully completed or corrected is less than the
retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 City May 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 make no extra payment for stand-by time of
construction equipment and/or construction crews.
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
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.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of limitation,
may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents
(including, but not limited to, failure to supply sufficient skilled workers or suitable materials
or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as
adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's
Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph
6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice
to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar days
after date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds
all claims, costs, losses and damages sustained by City arising out of or resulting from
completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and
damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims,
costs, losses and damages incurred by City will be incorporated in a Change Order, provided
that when exercising any rights or remedies under this Paragraph, City shall not be required to
obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price paid
therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to perform
and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor
specifying the extent to which performance of Work under the contract is terminated, and the date
upon which such termination becomes effective. Receipt of the notice shall be deemed
conclusively presumed and established when the letter is placed in the United States Postal Service
Mail by the City. Further, it shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; and no proof in any claim, demand or suit
shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items
of termination inventory not previously disposed of, exclusive of items the disposition of which
has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items are
stored, within 45 days from the date of submission of the list, and any necessary adjustments to
correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an extension
is made in writing within such 60 day period by the Contractor, and granted by the City, any and
all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the termination
and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account
of loss of anticipated profits or revenue or other economic loss arising out of or resulting from
such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for mediation
shall be submitted to the other party to the Contract. Timely submission of the request shall stay
the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
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1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a 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.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day
of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies available
hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation
of, any rights and remedies available to any or all of them which are otherwise imposed or available
by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract
Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the
Contract Documents in connection with each particular duty, obligation, right, and remedy to which
they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 823/2021
007200-1
GENERAL CONDITIONS
Page 63 of 63
17.04 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.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 823/2021
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Pagel of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
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24
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26
27
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects
Revised December 20, 2012
Firehouse Hotel
104705
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 104705
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 104705
Revised December 20, 2012
012500-1
DAP SUBSTITUTION PROCEDURES
Pagel of 4
1 SECTION 0125 00
2 SUBSTITUTION PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or -equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1 — General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid. No
22 separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution - General
26 1. Within 30 days after award of Contract (unless noted otherwise), the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors, trade names, or catalog
31 numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names, or catalog numbers, provided said products are "or -equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
38 a. Or -equals are unavailable due to strike, discontinued production of products
39 meeting specified requirements, or other factors beyond control of Contractor;
40 or,
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution, including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product, including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including, but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, if a reduction in cost or time results, it will
46 be documented by Change Order.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
1 4. Substitution will be rejected if-
2 a. Submittal is not through the Contractor with his stamp of approval
3 b. Request is not made in accordance with this Specification Section
4 c. In the Developer's opinion, acceptance will require substantial revision of the
5 original design
6 d. In the City's or Developer's opinion, substitution will not perform adequately
7 the function consistent with the design intent
8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. In making request for substitution or in using an approved product, the Contractor
13 represents that the Contractor:
14 1. Has investigated proposed product, and has determined that it is adequate or
15 superior in all respects to that specified, and that it will perform function for which it
16 is intended
17 2. Will provide same guarantee for substitute item as for product specified
18 3. Will coordinate installation of accepted substitution into Work, to include building
19 modifications if necessary, making such changes as may be required for Work to be
20 complete in all respects
21 4. Waives all claims for additional costs related to substitution which subsequently
22 arise
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS [NOT USED]
27 PART 3 - EXECUTION [NOT USED]
28
29
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
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012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
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
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
Recommended Recommended
Not recommended
By
Date
Remarks
Date
Rejected
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Received late
Firehouse Hotel
104705
0131 19- 1
DAP PRECONSTRUCTION MEETING
Pagel of 3
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19
A. Coordination
20
1.
Attend preconstruction meeting.
21
2.
Representatives of Contractor, subcontractors and suppliers attending meetings
22
shall be qualified and authorized to act on behalf of the entity each represents.
23
3.
Meeting administered by City may be tape recorded.
24
a. If recorded, tapes will be used to prepare minutes and retained by City for
25
future reference.
26
B. Preconstruction Meeting
27
1.
A preconstruction meeting will be held within 14 days after the delivery of the
28
distribution package to the City.
29
a. The meeting will be scheduled and administered by the City.
30
2.
The Project Representative will preside at the meeting, prepare the notes of the
31
meeting and distribute copies of same to all participants who so request by fully
32
completing the attendance form to be circulated at the beginning of the meeting.
33
3.
Attendance shall include:
34
a. Developer and Consultant
35
b. Contractor's project manager
36
c. Contractor's superintendent
37
d. Any subcontractor or supplier representatives whom the Contractor may desire
38
to invite or the City may request
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
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DAP PRECONSTRUCTION MEETING
Page 2 of 3
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
1. 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
J. Questions or Comments
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
0131 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0132 33
PRECONSTRUCTION VIDEO
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. Though not mandatory, it is highly recommended on infill developer projects.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
33 PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
013300-1
DAP SUBMITTALS
Pagel of 8
1 SECTION 0133 00
2 DAP SUBMITTALS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work -related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities, or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including, but not limited to:
32 a) Disapproval and resubmittal (if required)
33 b) Coordination with other submittals
34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
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DAP SUBMITTALS
Page 2 of 8
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 'h inches x 11 inches to 8 'h inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
1
2.
The Project title and number
2
3.
Contractor identification
3
4.
The names of-
4
a. Contractor
5
b. Supplier
6
c. Manufacturer
7
5.
Identification of the product, with the Specification Section number, page and
8
paragraph(s)
9
6.
Field dimensions, clearly identified as such
10
7.
Relation to adjacent or critical features of the Work or materials
11
8.
Applicable standards, such as ASTM or Federal Specification numbers
12
9.
Identification by highlighting of deviations from Contract Documents
13
10.
Identification by highlighting of revisions on resubmittals
14
11.
An 8-inch x 3-inch blank space for Contractor and City stamps
15
F. Shop Drawings
16
1.
As specified in individual Work Sections includes, but is not necessarily limited to:
17
a. Custom -prepared data such as fabrication and erection/installation (working)
18
drawings
19
b. Scheduled information
20
c. Setting diagrams
21
d. Actual shopwork manufacturing instructions
22
e. Custom templates
23
f. Special wiring diagrams
24
g. Coordination drawings
25
h. Individual system or equipment inspection and test reports including:
26
1) Performance curves and certifications
27
i. As applicable to the Work
28
2.
Details
29
a. Relation of the various parts to the main members and lines of the structure
30
b. Where correct fabrication of the Work depends upon field measurements
31
1) Provide such measurements and note on the drawings prior to submitting
32
for approval.
33
G. Product Data
34
1.
For submittals of product data for products included on the City's Standard Product
35
List, clearly identify each item selected for use on the Project.
36
2.
For submittals of product data for products not included on the City's Standard
37
Product List, submittal data may include, but is not necessarily limited to:
38
a. Standard prepared data for manufactured products (sometimes referred to as
39
catalog data)
40
1) Such as the manufacturer's product specification and installation
41
instructions
42
2) Availability of colors and patterns
43
3) Manufacturer's printed statements of compliances and applicability
44
4) Roughing -in diagrams and templates
45
5) Catalog cuts
46
6) Product photographs
CITY OF FORT WORTH Firehouse Hotel
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1 7) Standard wiring diagrams
2 8) Printed performance curves and operational -range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare -parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on -site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work, materials, fabrication, and installations in conformance
26 with approved shop drawings, applicable samples, and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City's Buzzsaw site, or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned, Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, 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 I
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
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
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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.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
01 33 00 - 7
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1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13
N. Request for Information (RFI)
14
1. Contractor Request for additional information
15
a. Clarification or interpretation of the contract documents
16
b. When the Contractor believes there is a conflict between Contract Documents
17
c. When the Contractor believes there is a conflict between the Drawings and
18
Specifications
19
1) Identify the conflict and request clarification
20
2. Sufficient information shall be attached to permit a written response without further
21
information.
22
23
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25
26
1.5
SUBMITTALS [NOT USED]
27
1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28
1.7
CLOSEOUT SUBMITTALS [NOT USED]
29
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30
1.9
QUALITY ASSURANCE [NOT USED]
31
1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
32
1.11
FIELD [SITE] CONDITIONS [NOT USED]
33
1.12
WARRANTY [NOT USED]
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
013300-8
DAP SUBMITTALS
Page 8 of 8
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 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
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August 30, 2013
0135 13- 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5
A. Section Includes:
6
1. The
procedures for special project circumstances that includes, but is not limited to:
7
a.
Coordination with the Texas Department of Transportation
8
b.
Work near High Voltage Lines
9
c.
Confined Space Entry Program
10
d.
Air Pollution Watch Days
11
e.
Use of Explosives, Drop Weight, Etc.
12
£
Water Department Notification
13
g.
Public Notification Prior to Beginning Construction
14
h.
Coordination with United States Army Corps of Engineers
15
i.
Coordination within Railroad permits areas
16
j.
Dust Control
17
k.
Employee Parking
18
B. Deviations from this City of Fort Worth Standard Specification
19
1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
31 High Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH Firehouse Hotel
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013513-2
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b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage -type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
a) Erect temporary mechanical barriers, de -energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 0131 13
E. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August, 30, 2013
013513-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24
a) Name of Project
25
b) City Project No (CPN)
26
c) Scope of Project (i.e. type of construction activity)
27
d) Actual construction duration within the block
28
e) Name of the contractor's foreman and phone number
29
f) Name of the City's inspector and phone number
30
g) City's after-hours phone number
31
2) A sample of the `pre -construction notification' flyer is attached as Exhibit
32
A.
33
3) Submit schedule showing the construction start and finish time for each
34
block of the project to the inspector.
35
4) Deliver flyer to the City Inspector for review prior to distribution.
36
b. No construction will be allowed to begin on any block until the flyer is
37
delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August, 30, 2013
0135 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 3) Date of the interruption of service
2 4) Period the interruption will take place
3 5) Name of the contractor's foreman and phone number
4 6) Name of the City's inspector and phone number
5 c. A sample of the temporary water service interruption notification is attached as
6 Exhibit B.
7 d. Deliver a copy of the temporary interruption notification to the City inspector
8 for review prior to being distributed.
9 e. No interruption of water service can occur until the flyer has been delivered to
10 all affected residents and businesses.
11 f. Electronic versions of the sample flyers can be obtained from the Project
12 Construction Inspector.
13 H. Coordination with United States Army Corps of Engineers (USACE)
14 1. At locations in the Project where construction activities occur in areas where
15 USACE permits are required, meet all requirements set forth in each designated
16 permit.
17 I. Coordination within Railroad Permit Areas
18 1. At locations in the project where construction activities occur in areas where
19 railroad permits are required, meet all requirements set forth in each designated
20 railroad permit. This includes, but is not limited to, provisions for:
21 a. Flagmen
22 b. Inspectors
23 c. Safety training
24 d. Additional insurance
25 e. Insurance certificates
26 f. Other employees required to protect the right-of-way and property of the
27 Railroad Company from damage arising out of and/or from the construction of
28 the project. Proper utility clearance procedures shall be used in accordance
29 with the permit guidelines.
30 2. Obtain any supplemental information needed to comply with the railroad's
31 requirements.
32 J. Dust Control
33 1. Use acceptable measures to control dust at the Site.
34 a. If water is used to control dust, capture and properly dispose of waste water.
35 b. If wet saw cutting is performed, capture and properly dispose of slurry.
36 K. Employee Parking
37 1. Provide parking for employees at locations approved by the City.
38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
39 Construction Specification [if required for the project]
40 1. Comply with equipment, operational, reporting and enforcement requirements set
41 forth in NCTCOG's Clean Construction Specification. }
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August, 30, 2013
013513-5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4
SUBMITTALS [NOT USED]
2 1.5
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.6
CLOSEOUT SUBMITTALS [NOT USED]
4 1.7
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8
QUALITY ASSURANCE [NOT USED]
6 1.9
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10
FIELD [SITE] CONDITIONS [NOT USED]
8 1.11
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.13— Added requirement of compliance with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August, 30, 2013
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EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August, 30, 2013
2
4
Date:
EXHIBIT B
FORT WORTH
DOE NO. xxxx
Project Name:
013513-7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised August, 30, 2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART1- 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
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.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL 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. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Pagel of 4
1 SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1 — General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
40 1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised JULY 1, 2011
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1
d. Contractor Payment for Construction Water
2
1) Obtain construction water meter from City for payment as billed by City's
3
established rates.
4
3.
Electricity and Lighting
5
a. Provide and pay for electric powered service as required for Work, including
6
testing of Work.
7
1) Provide power for lighting, operation of equipment, or other use.
8
b. Electric power service includes temporary power service or generator to
9
maintain operations during scheduled shutdown.
10
4.
Telephone
11
a. Provide emergency telephone service at Site for use by Contractor personnel
12
and others performing work or furnishing services at Site.
13
5.
Temporary Heat and Ventilation
14
a. Provide temporary heat as necessary for protection or completion of Work.
15
b. Provide temporary heat and ventilation to assure safe working conditions.
16
B. Sanitary Facilities
17
1.
Provide and maintain sanitary facilities for persons on Site.
18
a. Comply with regulations of State and local departments of health.
19
2.
Enforce use of sanitary facilities by construction personnel at job site.
20
a. Enclose and anchor sanitary facilities.
21
b. No discharge will be allowed from these facilities.
22
c. Collect and store sewage and waste so as not to cause nuisance or health
23
problem.
24
d. Haul sewage and waste off -site at no less than weekly intervals and properly
25
dispose in accordance with applicable regulation.
26
3.
Locate facilities near Work Site and keep clean and maintained throughout Project.
27
4.
Remove facilities at completion of Project
28
C. Storage Sheds and Buildings
29
1.
Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30
above ground level for materials and equipment susceptible to weather damage.
31
2.
Storage of materials not susceptible to weather damage may be on blocks off
32
ground.
33
3.
Store materials in a neat and orderly manner.
34
a. Place materials and equipment to permit easy access for identification,
35
inspection and inventory.
36
4.
Equip building with lockable doors and lighting, and provide electrical service for
37
equipment space heaters and heating or ventilation as necessary to provide storage
38
environments acceptable to specified manufacturers.
39
5.
Fill and grade site for temporary structures to provide drainage away from
40
temporary and existing buildings.
41
6.
Remove building from site prior to Final Acceptance.
42
D. Temporary Fencing
43
1.
Provide and maintain for the duration or construction when required in contract
44
documents
45
E. Dust
Control
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised JULY 1, 2011
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on -call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE -INSTALLATION
26
3.7
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27
3.8
SYSTEM STARTUP [NOT USED]
28
3.9
ADJUSTING [NOT USED]
29
3.10
CLEANING [NOT USED]
30
3.11
CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised JULY 1, 2011
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
0
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised JULY 1, 2011
01 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 — General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A.Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian
30 traffic.
31 b. When traffic control plans are included in the Drawings, provide Traffic
32 Control in accordance with Drawings and Section 34 71 13.
33 c. When traffic control plans are not included in the Drawings, prepare traffic
34 control plans in accordance with Section 34 71 13 and submit to City for
35 review.
36 1) Allow minimum 10 working days for review of proposed Traffic Control.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104705
Revised March 22, 2021
015526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 2) A traffic control "Typical" published by City of Fort Worth, the Texas
2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department
3 of Transportation (TxDOT) can be used as an alternative to preparing
4 project/site specific traffic control plan if the typical is applicable to the
5 specific project/site.
6 B. Street Use Permit
7 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
8 a. To obtain Street Use Permit, submit Traffic Control Plans to City
9 Transportation and Public Works Department.
10 1) Allow a minimum of 5 working days for permit review.
11 2) It is the Contractor's responsibility to coordinate review of Traffic Control
12 plans for Street Use Permit, such that construction is not delayed.
13 C. Modification to Approved Traffic Control
14 1. Prior to installation traffic control:
15 a. Submit revised traffic control plans to City Department Transportation and
16 Public Works Department.
17 1) Revise Traffic Control plans in accordance with Section 34 71 13.
18 2) Allow minimum 5 working days for review of revised Traffic Control.
19 3) It is the Contractor's responsibility to coordinate review of Traffic Control
20 plans for Street Use Permit, such that construction is not delayed.
21 D. Removal of Street Sign
22 1. If it is determined that a street sign must be removed for construction, then contact
23 City Transportation and Public Works Department, Signs and Markings Division to
24 remove the sign.
25 E. Temporary Signage
26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
28 Devices (MUTCD).
29 2. Install temporary sign before the removal of permanent sign.
30 3. When construction is complete, to the extent that the permanent sign can be
31 reinstalled, contact the City Transportation and Public Works Department, Signs
32 and Markings Division, to reinstall the permanent sign.
33 F. Traffic Control Standards
34 1. Traffic Control Standards can be found on the City's website.
35 1.5 SUBMITTALS [NOT USED]
36 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104705
Revised March 22, 2021
015526-3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.6
ACTION SUBMITTALSANFORMATIONAL 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
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4 A. Added language to emphasize minimizing of lane closures and impact to
traffic.
1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if
3/22/2021 M Owen applicable to specific project/site.
1.4 F. 1) Removed reference to Buzzsaw
1.5 Added language re: submittal of permit
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 104705
Revised March 22, 2021
0157 13- 1
DAP STORM WATER POLLUTION PREVENTION
Pagel of 3
1 SECTION 0157 13
2 STORM WATER POLLUTION PREVENTION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
11 Contract
12 2. Division 1 — General Requirements
13 3. Section 3125 00 — Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 3125 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised July 1, 2011
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 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 3125 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 3125 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.
40 1.5 SUBMITTALS
41
42
43
44
45
46
47
A. SWPPP
1. Submit in accordance with Section 0133 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
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised July 1, 2011
0157 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 0133 00.
4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2 - PRODUCTS [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
15
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
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:
httDs://apps.fortworthtexas.2ov/ProiectResources/ 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 0133 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]
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
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. Magafia Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised March 20, 2020
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagel of 4
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 — General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22
1.5
SUBMITTALS [NOT USED]
23
1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
24
1.7
CLOSEOUT SUBMITTALS [NOT USED]
25
1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26
1.9
QUALITY ASSURANCE [NOT USED]
27
1.10
DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
1
4.
Deliver products or equipment in manufacturer's original unbroken cartons or other
2
containers designed and constructed to protect the contents from physical or
3
environmental damage.
4
5.
Clearly and fully mark and identify as to manufacturer, item and installation
5
location.
6
6.
Provide manufacturer's instructions for storage and handling.
7
B. Handling
Requirements
8
1.
Handle products or equipment in accordance with these Contract Documents and
9
manufacturer's recommendations and instructions.
10
C. Storage Requirements
11
1.
Store materials in accordance with manufacturer's recommendations and
12
requirements of these Specifications.
13
2.
Make necessary provisions for safe storage of materials and equipment.
14
a. Place loose soil materials and materials to be incorporated into Work to prevent
15
damage to any part of Work or existing facilities and to maintain free access at
16
all times to all parts of Work and to utility service company installations in
17
vicinity of Work.
18
3.
Keep materials and equipment neatly and compactly stored in locations that will
19
cause minimum inconvenience to other contractors, public travel, adjoining owners,
20
tenants and occupants.
21
a. Arrange storage to provide easy access for inspection.
22
4.
Restrict storage to areas available on construction site for storage of material and
23
equipment as shown on Drawings, or approved by City's Project Representative.
24
5.
Provide off -site storage and protection when on -site storage is not adequate.
25
a. Provide addresses of and access to off -site storage locations for inspection by
26
City's Project Representative.
27
6.
Do not use lawns, grass plots or other private property for storage purposes without
28
written permission of owner or other person in possession or control of premises.
29
7.
Store in manufacturers' unopened containers.
30
8.
Neatly, safely and compactly stack materials delivered and stored along line of
31
Work to avoid inconvenience and damage to property owners and general public
32
and maintain at least 3 feet from fire hydrant.
33
9.
Keep public and private driveways and street crossings open.
34
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35
satisfaction of City's Project Representative.
36
a. Total length which materials may be distributed along route of construction at
37
one time is 1,000 linear feet, unless otherwise approved in writing by City's
38
Project Representative.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1
INSTALLERS [NOT USED]
6 3.2
EXAMINATION [NOT USED]
7 3.3
PREPARATION [NOT USED]
8 3.4
ERECTION [NOT USED]
9 3.5
REPAIR / RESTORATION [NOT USED]
10 3.6
RE -INSTALLATION [NOT USED]
11 3.7
FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non -Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Pagel of 4
1 SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
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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
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 — General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
33 2. Remobilization for suspension of Work as specifically required in the Contract
34 Documents
35 a. Measurement
36 1) Measurement for this Item shall be per each remobilization performed.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under "Measurement" will be paid for at the unit
40 price per each "Specified Remobilization" in accordance with Contract
41 Documents.
42 c. The price shall include:
43 1) Demobilization as described in Section 1.1.A.2.a.1)
44 2) Remobilization as described in Section 1.1.A.2.a.2)
45 d. No payments will be made for standby, idle time, or lost profits associated this
46 Item.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1 3. Remobilization for suspension of Work as required by City
2 a. Measurement and Payment
3 1) This shall be submitted as a Contract Claim in accordance with Article 10
4 of Section 00 72 00.
5 2) No payments will be made for standby, idle time, or lost profits associated
6 with this Item.
7 4. Mobilizations and Demobilizations for Miscellaneous Projects
8 a. Measurement
9 1) Measurement for this Item shall be for each Mobilization and
10 Demobilization required by the Contract Documents
11 b. Payment
12 1) The Work performed and materials furnished in accordance with this Item
13 and measured as provided under "Measurement" will be paid for at the unit
14 price per each "Work Order Mobilization" in accordance with Contract
15 Documents. Demobilization shall be considered subsidiary to mobilization
16 and shall not be paid for separately.
17 c. The price shall include:
18 1) Mobilization as described in Section l.l.A.3.a.1)
19 2) Demobilization as described in Section 1.1.A.3.a.2)
20 d. No payments will be made for standby, idle time, or lost profits associated this
21 Item.
22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
23 a. Measurement
24 1) Measurement for this Item shall be for each Mobilization and
25 Demobilization required by the Contract Documents
26 b. Payment
27 1) The Work performed and materials furnished in accordance with this Item
28 and measured as provided under "Measurement" will be paid for at the unit
29 price per each "Work Order Emergency Mobilization" in accordance with
30 Contract Documents. Demobilization shall be considered subsidiary to
31 mobilization and shall not be paid for separately.
32 c. The price shall include
33 1) Mobilization as described in Section 1.1.A.4.a)
34 2) Demobilization as described in Section l.l.A.3.a.2)
35 d. No payments will be made for standby, idle time, or lost profits associated this
36 Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION [NOT USED]
5 END OF SECTION
6
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
7
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 7
1 SECTION 01 71 23
2 CONSTRUCTION STAKING AND SURVEY
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Requirements for construction staking and construction survey
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. See Changes (Highlighted in Yellow).
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the various Items bid.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item are subsidiary to the various Items bid and no other compensation will be
27 allowed.
28 3. As -Built Survey
29 a. Measurement
30 1) This Item is considered subsidiary to the various Items bid.
31 b. Payment
32 1) The work performed and the materials furnished in accordance with this
33 Item are subsidiary to the various Items bid and no other compensation will be
34 allowed.
35 1.3 REFERENCES
36 A. Definitions
37 1. Construction Survev - The survey measurements made prior to or while
38 construction is in progress to control elevation, horizontal position, dimensions and
39 configuration of structures/improvements included in the Project Drawings.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
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017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 7
2. As -built Survev —The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Staking — The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
website) — 01 71 23.16.01— Attachment A Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
on City's Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
20 1.4 ADMINISTRATIVE REQUIREMENTS
21 A. The Contractor's selection of a surveyor must comply with Texas Government
22 Code 2254 (qualifications based selection) for this project.
23 1.5 SUBMITTALS
24 A. Submittals, if required, shall be in accordance with Section 0133 00.
25 B. All submittals shall be received and reviewed by the City prior to delivery of work.
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
27 A. Field Quality Control Submittals
28 1. Documentation verifying accuracy of field engineering work, including coordinate
29 conversions if plans do not indicate grid or ground coordinates.
30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City
31 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
32 1.7 CLOSEOUT SUBMITTALS
33 B. As -built Redline Drawing Submittal
34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
35 constructed improvements signed and sealed by Registered Professional Land
36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
37 — Survey Staking Standards) .
38 2. Contractor shall submit the proposed as -built and completed redline drawing
39 submittal one (1) week prior to scheduling the project final inspection for City
40 review and comment. Revisions, if necessary, shall be made to the as -built redline
41 drawings and resubmitted to the City prior to scheduling the construction final
42 inspection.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 7
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
2 1.9 QUALITY ASSURANCE
3 A. Construction Staking
4 1. Construction staking will be performed by the Contractor.
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2. Coordination
a. Contact City and Developer's Project Representative at least one week in
advance notifying the City of when Construction Staking is scheduled.
b. It is the Contractor's responsibility to coordinate staking such that
construction activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If
Developer's Project Representative is required to re -stake for any reason, the
Contractor will be responsible for costs to perform staking. If in the opinion of
the City, a sufficient number of stakes or markings have been lost, destroyed
disturbed or omitted that the contracted Work cannot take place then the
Contractor will be required to stake or re -stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
3. General
a. Construction survey will be performed in order to construct the work shown
on the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
2) Use of Benchmarks to furnish and maintain all reference lines and grades
for tunneling.
3) Use of line and grades to establish the location of the pipe.
4) Submit to the City copies of field notes used to establish all lines and
grades, if requested, and allow the City to check guidance system setup prior
to beginning each tunneling drive.
5) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
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01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 7
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -
built surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 25O linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 25O linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for each
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 7
1 b) Manholes and Junction Structures
2 (1) Rim and flowline elevations and coordinates for each
3 manhole and junction structure.
4 4) Stormwater — Not Applicable
5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
6 1.11 FIELD [SITE] CONDITIONS [NOT USED]
7 1.12 WARRANTY
8 PART2- PRODUCTS
9
A. A construction survey will produce, but will not be limited to:
10
1.
Recovery of relevant control points, points of curvature and points of intersection.
11
2.
Establish temporary horizontal and vertical control elevations (benchmarks)
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sufficiently permanent and located in a manner to be used throughout construction.
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3.
The location of planned facilities, easements and improvements.
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a. Establishing final line and grade stakes for piers, floors, grade beams, parking
15
areas, utilities, streets, highways, tunnels, and other construction.
16
b. A record of revisions or corrections noted in an orderly manner for reference.
17
c. A drawing, when required by the client, indicating the horizontal and vertical
18
location of facilities, easements and improvements, as built.
19
4.
Cut sheets shall be provided to the City inspector and Survey Superintendent for all
20
construction staking projects. These cut sheets shall be on the standard city template
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which can be obtained from the Survey Superintendent (817-392-7925).
22
5.
Digital survey files in the following formats shall be acceptable:
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a. AutoCAD (.dwg)
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b. ESRI Shapefile (.shp)
25
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
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standard templates, if available)
27
6.
Survey files shall include vertical and horizontal data tied to original project
28
control and benchmarks, and shall include feature descriptions
29 PART 3 - EXECUTION
30 3.1 INSTALLERS
31 A. Tolerances:
32 1. The staked location of any improvement or facility should be as accurate as
33 practical and necessary. The degree of precision required is dependent on many
34 factors all of which must remain judgmental. The tolerances listed hereafter are
35 based on generalities and, under certain circumstances, shall yield to specific
36 requirements. The surveyor shall assess any situation by review of the overall plans
37 and through consultation with responsible parties as to the need for specific
38 tolerances.
39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed
41 1.0 ft. tolerance.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 7
1
b. Horizontal alignment on a structure shall be within .0.1 ft tolerance.
2
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
3
walkways shall be located within the confines of the site boundaries and,
4
occasionally, along a boundary or any other restrictive line. Away from any
5
restrictive line, these facilities should be staked with an accuracy producing no
6
more than 0.05ft. tolerance from their specified locations.
7
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
8
electric lines, shall be located horizontally within their prescribed areas or
9
easements. Within assigned areas, these utilities should be staked with an
10
accuracy producing no more than 0.1 ft tolerance from a specified location.
11
e. The accuracy required for the vertical location of utilities varies widely. Many
12
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
13
should be maintained. Underground and overhead utilities on planned profile,
14
but not depending on gravity flow for performance, should not exceed 0.1 ft.
15
tolerance.
16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
17 specifications or in compliance to standards. The City reserves the right to request a
18 calibration report at any time and recommends regular maintenance schedule be
19 performed by a certified technician every 6 months.
20 1. Field measurements of angles and distances shall be done in such fashion as to
21 satisfy the closures and tolerances expressed in Part 3.1.A.
22 2. Vertical locations shall be established from a pre -established benchmark and
23 checked by closing to a different bench mark on the same datum.
24 3. Construction survey field work shall correspond to the client's plans. Irregularities
25 or conflicts found shall be reported promptly to the City.
26 4. Revisions, corrections and other pertinent data shall be logged for future reference.
27
28 3.2 EXAMINATION [NOT USED]
29 3.3 PREPARATION [NOT USED]
30 3.4 APPLICATION
31 3.5 REPAIR / RESTORATION
32 A. If the Contractor's work damages or destroys one or more of the control
33 monuments/points set by the Developer's Project Representative, the monuments shall be
34 adequately referenced for expedient restoration.
35 1. Notify City or Developer's Project Representative if any control data needs to be
36 restored or replaced due to damage caused during construction operations.
37 a. Contractor shall perform replacements and/or restorations.
38 b. The City or Developer's Project Representative may require at anytime a
39 survey "Field Check" of any monument or benchmarks that are set be verified
40 by the Developer's Project Representative before further associated work can
41 move forward.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 7
1 3.6 RE -INSTALLATION [NOT USED]
2 3.7 FIELD [OR] SITE QUALITY CONTROL
3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
4 Developer's Project Representative in accordance with this Specification. This includes
5 easements and right of way, if noted on the plans.
6 B. Do not change or relocate stakes or control data without approval from the City.
7 3.8 SYSTEM STARTUP
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ON
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3' party contracted surveyor are not intended to
relieve the contractor of his/her responsibility for accuracy.
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
8/31/2012 D. Johnson
Added instruction and modified measurement & payment under 1.2; added
8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text"; revised measurement and payment sections for Construction
Staking and As -Built Survey; added reference to selection compliance with TGC
2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised February 14, 2018
017423-1
DAP CLEANING
Pagel of 4
1 SECTION 0174 23
2 CLEANING
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20
A. Scheduling
21
1. Schedule cleaning operations so that dust and other contaminants disturbed by
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cleaning process will not fall on newly painted surfaces.
23
2. Schedule final cleaning upon completion of Work and immediately prior to final
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inspection.
25
1.5
SUBMITTALS [NOT USED]
26
1.6
ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
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1.7
CLOSEOUT SUBMITTALS [NOT USED]
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1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
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1.9
QUALITY ASSURANCE [NOT USED]
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1.10
STORAGE, AND HANDLING
31
A. Storage and Handling Requirements
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1. Store cleaning products and cleaning wastes in containers specifically designed for
33
those materials.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14
3.1
INSTALLERS [NOT USED]
15
3.2
EXAMINATION [NOT USED]
16
3.3
PREPARATION [NOT USED]
17
3.4
APPLICATION [NOT USED]
18
3.5
REPAIR / RESTORATION [NOT USED]
19
3.6
RE -INSTALLATION [NOT USED]
20
3.7
FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21
3.8
SYSTEM STARTUP [NOT USED]
22
3.9
ADJUSTING [NOT USED]
23
3.10
CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
1
6.
Handle materials in a controlled manner with as few handlings as possible.
2
7.
Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3
this project.
4
8.
Remove all signs of temporary construction and activities incidental to construction
5
of required permanent Work.
6
9.
If project is not cleaned to the satisfaction of the City, the City reserves the right to
7
have the cleaning completed at the expense of the Contractor.
8
10.
Do not burn on -site.
9
B. Intermediate Cleaning during Construction
10
1.
Keep Work areas clean so as not to hinder health, safety or convenience of
11
personnel in existing facility operations.
12
2.
At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13
3.
Confine construction debris daily in strategically located container(s):
14
a. Cover to prevent blowing by wind
15
b. Store debris away from construction or operational activities
16
c. Haul from site at a minimum of once per week
17
4.
Vacuum clean interior areas when ready to receive finish painting.
18
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
19
5.
Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20
may become airborne or transported by flowing water during the storm.
21
C. Exterior
(Site or Right of Way) Final Cleaning
22
1.
Remove trash and debris containers from site.
23
a. Re -seed areas disturbed by location of trash and debris containers in accordance
24
with Section 32 92 13.
25
2.
Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26
that may hinder or disrupt the flow of traffic along the roadway.
27
3.
Clean any interior areas including, but not limited to, vaults, manholes, structures,
28
junction boxes and inlets.
29
4.
If no longer required for maintenance of erosion facilities, and upon approval by
30
City, remove erosion control from site.
31
5.
Clean signs, lights, signals, etc.
32
3.11 CLOSEOUT
ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
t1ro
37
38
39
40
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 0177 19
CLOSEOUT REQUIREMENTS
017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 0178 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
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017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract 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]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Pagel of 5
1 SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 '/2 inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly -leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 £ Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
20 4. If available, provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List, with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
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01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
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
£ 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
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
1
2
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01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
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
£ 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.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 — title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Pagel of 4
1 SECTION 0178 39
2 PROJECT RECORD DOCUMENTS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 — General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
017839-2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes, use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings, by dimension accurate to within 1
30 inch, the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction, and the actual location of items.
47 c. Call attention to each entry by drawing a "cloud" around the area or areas
48 affected.
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
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01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
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
CITY OF FORT WORTH Firehouse Hotel
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 104705
Revised April 7, 2014
FORT WORTH.
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approval
IModel
INational
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/D412/1)792
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. MIR.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
1126199
33 05 13
HOPE 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
er - Manholes & Bases/Fiberelass 33-39-13 (1/8/13
1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowti[e
ASTM 3153
Non -traffic area
08/30/06
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
1
j
Water & Sewer - Manholes & Bases/Frames & Covers/Rectammlar 33-05-13 (Rev 2/3/16)
1
*
33 05 13
(Manholc Frames and Covers
Western Iron Works, Bass & Hays Foundry
1001
24"x40" WE)
Water & Sewer - Manholes & Bases/Frames & Covers/Standard Boundl 33-05-13 (Rev
2/3/16)
3305 13
Manhole Frames and Covers
Western Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
A 24 AM
24" Dia.
1 08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
1 08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
R- 165-LM (Hinged)
ASTM A48 & AASHTO M306
24" Dia.
1 08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
1 08/24/18
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-LM (Hinged)
ASTM A48 & AASHTO M306
30" dia.
1
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
1
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
1
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
GTS-STD
24" dia.
1
33 05 13
Manhole Frames and Covers
Neenah Casting
24" dia.
1 10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
1 7/25/03
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
1 01/31/06
3305 13
30" Dia. MH Ring and Cover
East Jordan Iron Works
V1432-2 and V1483 Designs
AASFITO M306-04
30" Dia.
11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH165IFWN & MH16502
30" Dia
1 07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
1 08/10/11
3305 13
30" Dia. MH Ring and Cover
Accucast
220700 Heavy Duty with Gasket Ring
30" Dia
30" ERGO XL Assembly
10/14/13
3305 13
30" Dia. MH Ring and Cover, (Hinged & Lockable)
East Jordan Iron Works
with Cam Lock/MPIC/T-Gasket
ASSEITO MI 05 & ASTM A536
30" Dia
06/01/17
3405 13
30" Dia. MH Ring and Cover (Hinged & Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lack
.111111
33 OS 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hmg
30" Dia.
10/07/21
3405 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water &der - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1�
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
Pamtight
24" Dia.
*
3305 13
Manhole Frames and Covers
Neenah Casting
24" Dia.
*
3305 13
Manhole Frames and Covers
Western Iron Works,Bass & Hays Foundry
300-24P
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley Iron Works Inc.
WPA24AM
24" Dia.
03/08/00
3305 13
Manhole Frames and Covers
Accucast
RC-2100
ASTM A 48
24" Dia.
04/20/01
3305 13
Manhole Frames and Covers
(SIP)Serampore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
24" Dia.
�Wr - Manholes & Bases/Precast Concrete l2ev
33 39 10 Manhole, Precast Concrete
1/8/13
Hydro Conduit Corp
SPL Item 449
ASTM C 478
41"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. hic.
ASTM C-443
48"
09/23/96
33 39 10
Manhole, Precast Concrete
Concrete Product Inc.
48" I.D. Manhole w/ 32" Cone
ASTM C 478
48" w/32" cone
05/08/18
33 39 10
Manhole, Precast Concrete
The Turner Company
48", 60" I.D. Manhole w/ 32" Cone
ASTM C 478
48", 60"
10/27/06
33 39 10
Manhole, Precast Concrete
Oldeastle Precast Inc.
48" I.D. Manhole w/ 24" Cone
ASTM C 478
48" Diam w 24" Ring
1 06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Conaete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
48" to 72"
1 09/06/19
33 3920
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 3920
Manhole, Precast (Reinforced Polymer) Concrete
Armorock
48" & 60" I.D. Manhole w/32" Cone
48" & 60"
10/07/21
33 3920
Manhole, Precast (Hybrid) Polymer & PVC
Predl Systems
48" & 60" I.D. Manhole w/32" Cone
48" & 60" Non Traffic Areas
ASTM C-478; ASTM C-923;
03/07/23
33 3920
Manhole, Precast Concrete
AmeriTex Pi a and Products, LLC
48" & 10" I.D. Manhole w/32" Cone
ASTM C-443
03/07/23
33 3920
IManhole, Precast (Reinforced Pol er) Concrete
P3 Polymers, RockHards
48" & 60" I.D. Manhole w/32" Cone
04/28/07
IManholc, Precast (Reinforced Polymcr) Concrete
Amitech USA
Meyer Polycrete Pipe
Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitlous
EI-14
Manhole Rehab Systems
Quadex
04/23/01
EI-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Relmer MSP
E1-14
Manhole Rehab Systems
AP/M Permaform
4120101
E I-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
5/12/03
EI-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
Mise. Use
* From Original Standard Products List
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approv pec No./ IManufacturer Model1. National Spec
Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw`Moir
05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790
I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only
I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications
I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
» v�33
nu�pP�ooung i�P�ayolloull-
x `Structures
03/19/18
I
39 20� Coating for Corrosion orotection(Exterim)
Sherwin Williams
Grade (Asohatic Emulsion)
Only
I
33 05 13 Manhole Insert
ME
Knutson Enterprises
Made to Order - Plastic
ASTM D 1248
For 24" dia.
I *
33 05 13 Manhole Insert
South Western Packaging
Made to Order - Plastic
ASTM D 1248
For 24" dia. I
I *
3305 13 Manhole Insert
Noflow-Inflow
Made to Order - Plastic
ASTM D 1248
For 24" dia. I
I 09/23/96
3305 13 Manhole Insert
Scuthwestcon Packing & Seals, Inc.
Lifesaver - Stainless Steel
For 24" dia. I
I 09/23/96
3305 13 Manhole Insert
Southwestern Packing & Seals, Inc.
TetherLok - Stainless Steel
For 24" dia I
I
711111.72
ara e�Sewer - Pine Casim SDacers 33-05-24 (07/01/13)
I
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
Carbon Steel Spacers, Model SI
IO2/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
Stainless Steel Spacer, Model SSI
I04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
Casing Spacers
I09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
Stainless Steel Casing Spacer
Up to 48"
I09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
Coated Steel Casin Spacers
Up to 48"
I 05/10/11
Stainless Steel Casing Spacer
Powerseal
4810 Powerchock
Up to 48"
03/19/18
Casing Spacers
BWM
SS-12 Casing Spacer(Stainleas 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
PEW I
Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) i
I
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
3" thrn 24"
OS/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Fastite Pipe (Bell Spigot)
AW WA C150, C151
4" thrn 30"
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
4" thin 30"
*
33 11 10 Ductile Iron Pipe
U.S. Pipe and Foundry Co.
AW WA C150, C151
*
33 11 10 Ductile Iron Pipe
McWane Cast Iron Pipe Co.
AW WA C150, C151
I
Water & Sewer - Utility Line Marker (08/24/2018)
I
I
ewer - Coatinss/EDD -39-60 (01/08/13)
I
INEK
02/25/02
Epoxy Lining System
Sauereisen, Inc
SewerGard 21 ORS
LA County 9210-1.33
I 12/14/01
Epmv Lmmg System
Ertech Technical Coatings
Ertcch 2030 and 2100 Series
I
I 04/14/05
Interim Ductile Iron Pipe Coating
Induron
Protecto 401
ASTM B-117
Ductile Iron Pipe Only I
I01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1HB, Sl, S2
Acid Resistance Test
Sewer Applications I
I8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer Applications I
I
INNE
Sewer - Coatings/Polvurethane
I
I
Sewer - Combination Air Valves
I
I 05/25/18
I
33-31-70
Air Release Valve
A.R.I. USA, Inc.
D121LTP02(Compwite Body)
2"
I
I
Sewer - Pines/Concrete
I
*
EI-04
C. Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
I
E I-04
Conc. Pipe, Reinforced
Hydro Condun Corporation
Class III T&G, SPL Item #77
ASTM C 76
I
I
E I-04
Conc. Pipe, Reinforced
Hanson Concrete Products
SPL item 495 hirsaliele, 998 Pipe
ASTM C 76
I
IE
I-04
Conc. Pipe, Reinforced
Concrete Pipe & Products Co. Inc.
ASTM C 76
I
I
Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13).
I
Svstem
PIM Corporation
Polyethylene
PIM Corp., Piscata Way, N.J.
Approved Previously
�Plm
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously I
TRS Systems
Trenchless Replacement System
Polyethylene
Calgary, Canada
Approved Previously I
I
Sewer - PiDe/Fibere
as_ss Reinforced/ 33-31-13(1/8/13)
I
Hobas Pipe USA, Inc.
Holies Pipe (Non -Pressure)
ASTM D3262/D3754
I 7/21 /97
33 31 13
Cent. Cast Fiberglass (FRP)
I 03/22/10
333 13
Fiberglass It,. (FRP)
Ameroa
Bondstmod RPMP Pipe
AST- D3262-3154
I
04/09/21
33 31 13
Glass -Fiber Reinforced Polviner Pipe FRP
Thompson Pie Group
Thompson Pipe Flowtite
ASTM D32621D3754
03/07/23
3331 13
lFiber.lass Pine (FRP)
Future Pine Industries
Fiberstron¢ FRP
ASTM D3212. ASTM D3681.
ASTM D4161. AW WA M45
Sewer - PiDe/Polvmer Pine
4/14/OS Polvmer Modified Concrete Pioe Amrtech USA Meyer Polycrete Pioe ASTM C33, A276, F477 8" tp 1112", Class V
I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I
I I
/HDPE 33-31-23(1/8/13)
* From Original Standard Products List
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/07/2023
Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some
I ' hdsity polyethylene pipe
Phillips Driswpipe, Inc.
Opticore Ductile Polyethylene Pipe
ASTM D 1248
8" I
* gh-density polyethylene pipe
�'Ih�gh_d_maitv
PI- Inc.
ASTM D 1248
8"
* gh-density polyethylene pipe
Polly Pipe, Inc.
ASTM D 1248
8"
polyethylene pipe
CSR Hydro CondmUPioelme Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11
33-11-1�
DR -Id PVC Pressure Pipe
Prpelife Jetstream
PVC PressurePipe
AWWA C900
4"[tiro 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe
Royal Building Products
Royal Seal PVC Pressure Pipe
AW WA C900
4" thru 12"
33-31-20
PVC Sewer Poe
12/23/97*
33-31-20
PVC Sewer Pipe
*
33-31-20
PVC Sewer Pipe
01/18/18
33-31-20
PVC Sewer Pipe
11/11/98
33-31-20
PVC Sewer Pipe
*
33-31-20
PVC Sewer Pipe
09/11/12
33-31-20
PVC Sewer
05/06/05
33-31-20
,
PVC Sohd Wall Pipe
04/27/06
33-31-20
PVC Sewer Fittings
*
33-31-20
PVC Sewer Fittings
1 3/19/2018
33 3120
PVC Sewer Pipe
1 3/19/2018
33 3120
PVC Sewer Pre
1 3/29/2019
33 3120
Gasketed Fittings (PVC)
1 10/21/2020
33 3120
PVC Sewer Pipe
1 10/22/2020
33 3120
PVC Sewer Pipe
1 10/21/2020
33 3120
PVC Sewer Pipe
P 33-31-12 1
*
Cured in Place Pipe
05/03/99
Cured in Place Ape
05/29/96
Cured in Place Pipe
Sewer - Pipes/Rehab/Fold & Form
Fold and Form Pi
11/03/98
Fold and Form Pipe
Fold and Form Pipe
12/04/00
Fold and Form Pipe
06/09/03
Fold and Form Pipe
1-M Manufacturing Co., Inc. (JM Eagle)
Diamond Plastics Corporation
Lamson Vylon Pipe
Vinyltech PVC Pipe
Diamond Plastics Corporation
J-M Manufacturing Co, Inc. (JM Eagle)
P,qq life Jet Stream
Diamond Plastics Corporation
Harco
Plastic Trends, Inc.(Westlak )
Pipelife Jet Stream
Pipelife Jet Stream
GPK Products, Inc.
NAPCO(Westlake)
Sanderson Pipe Corp.
NAPCO(Westlake)
Insimfrrm Texark, Inc
National Envirotech Group
Remolds Inc/Inliner Technolgy (Inliner USA)
Cullum Pipe Systems, Inc.
Insimfirm Technologies, Inc.
American Pipe & Plastics, Inc.
Ultralmer
Miller Pipeline Corp.
Sewer - PiDes/ODen Prot -de Laree Diameter i
09/26/91
E100-2
PVC Sewer Pipe, Ribbed
Lamson Vvlon Pipe
09/26/91
E100-2
PVC Sewer Pipe, Ribbed
Extmsim Technologies, Inc.
E100-2
PVC Sewer Pipe, Ribbed
Up -or ETI Company
11/10/10
(E100-2)
Polypropylene (PP) Sewer Pipe, Double Wall
Advanced Drainage Systems (ADS)
11/10/10
(E100-2)
Polypropylene (PP) Sewer Pipe, Triple Wall
Advanced Drainage Systems (ADS)
05/16/11
Steel Reinforced Polyethylene Pipe
ConTech Construction Products
SDR-26
SDR-26
Gravity Sewer
"S" Gravity Sewer Pipe
SDR 26/35 PS 115/46
SDR-26 and SDR-35
SDR 26/35 PS 115/46
SDR-26 and SDR-35 Gasket Fittings
Gasketed PVC Sewer Main Finings
SDR 35
SDR 26
SDR 26
SDR 26
SDR 26
SDR 26/35 PS 115/46
National Liner, (SPL) Item #27
Inliner Technology
Insim "NuPIpe"
Ultralmer PVC Alloy Pipelmer
EX Method
Carlon Vylon H.C. Closed Profile Pipe,
Ultra -Rib Open Profile Sewer Pipe
SaniTite HP Double Wall (Corrugated)
SamTne HP Triple Wall Pipe
Durmaxx
ASTM D 3034
ASTM D 3034
ASTM F 789
ASTM D3034
ASTM F 679
ASTM F 679
ASTM F-679
ASTM F-679
ASTM D-3034, D-1784, etc
ASTM D 3034
ASTM F679
ASTM D3034
ASTM D3034/F-679
ASTM D3034
ASTM D3034
ASTM F-679
ASTM F 1216
ASTM F-1216/D-5813
ASTM F 1216
ASTM F-1504
ASTM F-1504, 1871, 1867
ASTM F-1504, F-1947
ASTM F 679
ASTM F 679
ASTM F 2736
ASTM F 2764
ASTM F 2562
4" - 15"
4" thru 15"
4" thru 15"
4" thru 15"
18" to 27"
18" - 28"
18"
18" to 48"
4" - 11"
18"- 24"
4"- 15"
4"- 15"
4" - 15"
4"- 15"
18"- 36"
Demo. Purpose Only
Up to 18" diameter
18" to 48"
18" to 48"
24"-30"
30" to 60"
24" to 72"
* From Original Standard Products List
CITY OF FORT WORTH
FORT
WORTH.
WATER DEPARTMENT
STANDARD PRODUCT
LIST
Updated: 03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approval
Spec I
on
1W
Manufacturer
Model1.
National Spec
Water - Aoour�enancesgig -10 (07/Ol/13)
Ol/18/18
33-12-10
Double Strap Saddle
Romac
202NS Nylon Coated
AWWA C800
1"-2"SVC, no 124"Pipe
08/28/02
Double Strap Saddle
Smith Blair
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double StrapService Saddle
Mueller Company
U-S Double SS Strap DI Saddle
AWWA C800
1"-2" SVC, u to 24" Pi e
03/07/23
33-12-10
Double StrapService Saddle
Powerseal
3450AS, Inc. Corp. Stop, ON Strap, Stainless
NSF ANSI 372
1"-2" SVC, u to 24 Pi e
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, 610UM, 6100TM and 6101M
1 h" and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
L22-77NL
AWWA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
1111018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AWWA C800
1-1/2"
FB600-4-NL, FB1600-4-NL, B11-444-WR-
1111018
33-12-1.
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, B22444-WR-NL, L28-44NL
AWWA C800
I "
13-25000N, B-24277N-3, B-20200N-3, H-
AWWA C800, ANSF 61,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, , H-1552N, H142276N
ANSI/NSF 372
_
B-25000N, B-20200N-3, B-24277N-3,H-
AWWA C800, ANSF 61,
1111.1.
33-12-1.
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-1/2"
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
V,
01/26/00
Coated Tapping Saddle with Double SS Straps
1CM 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)
1CM 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)
1CM Industries, Inc.
415 Tapping Sleeve
AWWA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steel)
Powerseal
3490AS (Flange) & 3490MJ
4"-1" 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 lnc.
DFW37C-12-lEPAFFTW
Plastic Meter Box w/Composite Lid
DFW Plastics lnc.
DFW39C-12-lEPAFFTW
08/30/06
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW65C-14-lEPAF 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
r
Water - Combination Air Release 33-31-70 (01/08/13)
1
E I -I I
Au Release Valve
GA Industries, Inc.
Empve Air and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" &W21'
*
EI-11
[oribriation
ombmation Ar Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
1/2", 1" & 2"
EI-11
ombination Air Release Valve
Valve and Primer Corp.
APCO #143C, #145C and #147C
1", 2" & 3"
Water Barrel Fire Hvdrants
10/Ol/87
E-1-12
Dry Barrel Fire Hydrant
American -Darting 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
0.1.7
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AWWA C-502
Shop Drawings No. 6461
t0/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Centurion
AW WA C-502
01/15/88
E1-12
Dry Barrel Fire Hydrant
Mueller Company
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
EI (East Jordan Iron Works)
WaterMaster 5CD250
I
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
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 03/07/2023
Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes.
Approval
IModel
INational
Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) -W MEL M`
—AL
I 01/18/18
33-11-12
PVC Pressure Pipe
Vinyltech PVC Pipe
DR14
ASTM D1784
V-12" I
I 3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12" I
I 3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
16"-24" I
I 5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 14
AWWA C900
4"-12" I
5/25/2018
3311 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 18
AWWA C900
16"-24"
AWWA C900-16
UL 1285
12/6/2018
3311 12
PVC Pressure Pipe
J-M Manufacnrring Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
°
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"
I
Water - Pines/Valves & Fittin¢s/Ductile Iron Fittines 33--11 (01/08/13)
I
07/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Finings
AW WA C153 & C110
I
EI-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittiq @
AWWA C 110
I *
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilmes Division
Mechanical Joint Finings, SSB lass 350
AWWA C 153, C 110, C 111
I 08/11/98
E1-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Finings, SSB Class 351
AWWA C 153, C 110, C 112
I 02/26/14
E1-07
MJ Fittings
Accucast
Class 350 C-153 MJ Fittings
AW WA C153
4"-12"
I 05/14/98
E1-07
Ductile Iron Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
I 05/14/98
E1-24
PVC Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" to 24"
I 11/09/04
E1-07
Ductile Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AWWA C111/C116/C153
4" to 12" I
I 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" I
I 02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iron, hic.
Megalug Series 2000 (for PVC Pipe)
AWWA C111/C116/C153
4" to 24" I
I 08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLC10
AW WA C111/C153
4" to 10" I
I 03/06/19
33-11-11
Mechanical Joint Retainer GlandaFVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12" I
I 08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCE
AW WA C111/C153
12" to 24" I
I 08/10/98
E1-07
MJ Fiffir IP)
Sigma, Co.
Sigma One-Lok SLDE
AW WA C153
4" - 24" I
I 10/12/10
E1-24
Interim Restrained Joint Svatem
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12" I
I 08/16/06
E1-07
Mechanical Joint Fittings
SIP Ind-nies(Serampore)
Mechanical Joint Fittings
AW WA C153
4" to 24" I
I 11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargrip Series 4000
ASTM A536 AW WA CI I I
I
I 11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stmgrip Series 3000
ASTM A536 AW WA CI I I
I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
33-11-I1
Mechanical Joint Retainer Glands
SIP Industries(Seramnore)
ASTM A536 AW WA CI I I
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DRl4 PVC Ape
ASTM A536 AW WA CI I I
4"-12"
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Industries(Sersmpore)
�` vuP, V11i. nn, oa„ �,.t.�`VJ nGLL �V1 �J°✓
ASTM A536 AW WA CI11
16"-24"
I
Water - Pioes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15).
I
Resilient Wedged Gate Valve w/no Gears
American Flow Control
Series 2500 Drawing # 94-20247
16"
I 12/13/02
Resilient Wedge Gate Valve
American Flow Control
Series 2530 and Series 2536
AWWA C515
30" and 36" I
I 08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SD 94-20255)
AW WA C515
20" and 24" I
I 05/18/99
Resilient Wedge Gate Valve
American Flow Control
Series 2516 (SD 94-20247)
AWWA C515
16" I
I 10/24/00
E1-26
Resilient Wedge Gate Valve
American Flow Control
Series 2500 (Ductile Iron)
AWWA C515
4" to 12" I
I 08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AWWA C515
42" and 48" I
I 05/23/91
E1-26
Resilient Wedge Gate Valve
American AVK Company
American AVK Resilient Seeded GV
AWWA C509
4" to 12" I
I01/24/02
E1-26
Resilient Wedge Gate Valve
American AVK Company
20" and smaller I
I *
E1-26
Resilient Seated Gate Valve
Kennedy
4" - 12" I
I
E1-26
Resilient Seated Gate Valve
M&H
4" - 12" I
I *
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12" I
I 11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AWWA C515
16" I
I 01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SD 6709)
AWWA C515
24" and smaller
I 05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AW WA C515
30" and 36"
I 01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AW WA C515
42" and 48"
I 01/28/88
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
AWWA C509
4" - 12"
I 10/04/94
Resilient Wedge Gate Valve
Clow Valve Co.
16" RS GV (SD D-20995)
AW WA C515
16"
I 11/08/99
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AW WA C515
24" and smaller
I 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 We Crate Valve
Clow Valve Co.
Clow Valve Model 2638
AW WA C515
24" to 48" (Nora 3)
05/08/91
E1-26
Resilient Seat Gate Valve
Stockham Valves & Fittings
AWWA C 509, ANSI 420 - stem,
4" - 12"
I
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Mcoesw1250, regwremerts SPL #74
3" to 16"
11/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
EJ Fluo Master Gat. Valve & Boxes
08/24/18
I
Mateo Gate Valve
Matco-Norca
225 MR
AWWA/ANSI C115/An21.15
4" to 16"
I
* From Original Standard Products List
FORT WORTH®
Note: All water or
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
than 1S inch diameter shall be approved for use by the Water
basis.
for some
Updated: 03/07/2023
I *
E1-30 Rubber Seated Butterfly Valve
Henry Pratt Co.
AW WA C-504
24" I
*
E1-30 Rubber Seated ButterFly Valve
Mueller Co.
AW WA C-504
24"and smaller
1/11/99
E1-30 Rubber Seated Butterfly Valve
De ik Valves Co.
AW WA C-504
24" and larger
06/12/03
E1-30 Valmatm American Butterfly Valve
Valmanc Valve and Manufacturing Cert.
Valmatic American Butterfly Valve.
AW WA C-504
Up to 84" diameter
04/06/07
E1-30 Rubber Seated ButterFly Valve
M&H Valve
M&H Style 4500 & 1450
AW WA C-504
24" to 48"
03/19/18
33 12 21 Rubber Seated Butterfly Valve
G. A. Industries (Golden Anderson)
AW WA C504 Butterfly Valve
AW WA C-504
30"-54"
Water�ne Encasement 33-11-10 (01/08/13)
05/12/OS
EI-13 Polyethylene Encasment
Flessol Packaging
Fulton Enterprises
AW WA C105
8 mil LLD
05/12/05
EI-13 Polyethylene Encasment
Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 mil LLD
05/12/05
E1-13 Polyethylene Encasment
AEP Industries
Bullstrong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD
09/06/19
33-11-11 Polyethylene Encasment
Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD
Water - Samnlint= Station
03/07/23
33 12 50 Water Sam lin Station I
Eclipse
Number 88 , 12-inch Depth of Bur
As shown in spec. 33 12 50
00,1,-k
Water - Automatic Flusher
Automated Flushing System
Mueller Hydrogaud
HG2-A-IN-2-PVC-018-LPLG(Permanent)
04/09/21
Automated Flushing System
Kupf le Foundry Company
Eclipse #9800wc
04/09/21
Automated Flushing System
Kupf le Foundry Company
Eclipse 99700 (Portable)
* From Original Standard Products List
FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 06/27/2023
Approval
I
Spec No.
Concrete
Ckissili'ation
Nla.ul-tur-
Model No. National Spec
19/9/2022
03 30 00
Mix Design
American Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
19/9/2022
03 30 00
Mix Design
American Concrete Company
01JAF382 1000 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
American Concrete Company
40CNF065 4000 psi Concrete for Manholes & Utility Structures
19/9/2022
03 30 00
Mix Design
American Concrete Company
45CAF076 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001737 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 17914500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1793 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1103 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000002107 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1273 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001617 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000008381 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000009857 50 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Argos
D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Argos
D1000001043S 3000 psi Concrete for Sidewalks, Curbs
19/9/2022
03 30 00
Mix Design
Argos
D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Argos
D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 1685 4000 psi Concrete for Valve Pads
19/9/2022
03 30 00
Mix Design
Argos
D10000005751 750 Psi Concrete Base for Trench Repair
19/9/2022
03 30 00
Mix Design
Argos
D 1000000 16814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
19/9/2022
03 30 00
Mix Design
Big D Concrete
7SKGRT 3000 psi Concrete for Grouting
19/9/2022
03 30 00
Mix Design
Big D Concrete
14500AE 4500 psi Concrete for High Early Strength Paving
1 5/2/2023
32 13 13
Mix Design
Big D Concrete
CM14520AE 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
452065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
450065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures
19/9/2022
03 30 00
Mix Design
Bumco Texas
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
55UI20AG 4000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U101AG 3000 psi Concrete Mix for Flatwork
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Bumco Texas
40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls
19/9/2022
03 30 00
Mix Design
Bumco Texas
36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Bumco Texas
08Y450BA 800 psi Concrete Mix for Base for Trench Repair
19/9/2022
03 30 00
Mix Design
Bumco Texas
01 Y690BF 100 psi Concrete Mix for Flowable Fill
14/1/2023
03 34 16
Mix Design
Bumco Texas
1OYH50BF 1000 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602021 4500 psi concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC552091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC359101 Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWFF237501 Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4142 3600 psi Concrete for Curb Inlets, Junction Boxes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4518 4000 psi Concrete for Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Charley's Concrete
5167 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4502 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charley's Concrete
3759 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charley's Concrete
1502 150 psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charley's Concrete
1518 150 Psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charley's Concrete
5642 4000 psi Concrete for Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6595 5000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6589 4500 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Chisholm Trail Redi Mix
C13020AE 3000 psi Concrete for Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
City Concrete Company
11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM
FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 06/27/2023
Classification NI,mul-tur"
Model No. National Spec
Concrete (Continued)
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA25II 3000 psi Concrete for Rip -Rap
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
City Concrete Company
50QG25H 3600 psi Slurry Displaced Drilled Shaft
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NA20II 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36JA001 J 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
1 11/16/2022
03 30 00
Mix Design
City Concrete Company
CLNG25I13600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 5/5/2023
03 30 00
Mix Design
City Concrete Company
CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations
15/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
9 70 psi Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
9-5-2 70 psi Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
330-58 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-1 3600 psi Concrete Mix for Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-NC 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-lNC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
375-NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 psi Concrete mix for Valley Gutters
1 11/14/2022
32 13 13
Mix Design
Cow Town Redi Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
33 13 13
Mix Design
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
34 13 13
Mix Design
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
35 13 13
Mix Design
Cow Town Redi Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
16/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1 1/18/2023
03 30 00
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHVS 4000 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PSSEM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
14/7/2023
03 30 00
mix Design
Ingram Concrete & Aggregates
1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1551 3000 psi Concrete Mix for Blocking
FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 06/27/2023
Approval Spec No. Classification Manufacturer Model No. National Spec
Concrete(Continued)
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1261 3000 psi Concrete Mix for Sidewalks
19/9/2022
4 30 00
Mix Design
Holcim - SOR, Inc.
2125 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
1 12/15/2022
3 30 00
Mix Design
Holcim - SOR, Inc.
3741 100 psi concrete for flowable flll/CSLM
19/9/2022
04 30 00
Mix Design
Holcim - SOR, Inc.
5017 200 psi Concrete for Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
1 12/5/2022
4 30 00
Mix Design
Holcim - SOR, Inc.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holcim - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
14/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
14/27/2023
03 30 00
Mix Design
Liquid Stone
C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach
14/7/2023
03 30 00
Mix Design
Liquid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 1/24/2023
03 30 00
Mix Design
Liquid Stone
C451DHR-A 4500psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
FLOW25A 50 psi Concrete for Flowable Fill/CLSM
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
111/2/2022
32 13 13
Mix Design
Martin Marietta
Q214IN27 4,000 psi Concrete for Machine Placed paving
111/2/2022
32 13 13
Mix Design
Martin Marietta
Q214IK30 4,000 psi Concrete for Machine Placed Paving
111/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
3413 13
Mix Design
Martin Marietta
R21461`36 4,500 psi Concrete for Hand Placed Paving
111/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
111/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls
111/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls
111/2/2022
32 13 13
Mix Design
Martin Marietta
R2141N24 4,000 psi Concrete for Sidewalks and Ramps
111/2/2022
32 13 13
Mix Design
Martin Marietta
R2141K24 4,000 psi Concrete for Sidewalks and Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
14/l/2023
32 1320
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
14/l/2023
03 30 00
Mix Design
Martin Marietta
R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
14/l/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Riprap
14/7/2023
32 1320
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
14/7/2023
32 13 13
Mix Design
Martin Marietta
R2161K70 6,000 psi (3,000 psi (& 24lux) for HES Paving
14/l/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining Walls
1 5/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving
14/l/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete for Riprap
FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 06/27/2023
Classification Manufacturer
Model No. National Spec
Concrete(Conthmed)
1 5/3/2023
03 30 00
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
16/1/2023
32 13 20
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
16/27/2023
03 30 00
Mix Design
Martin Marietta
U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations
16/27/2023
03 30 00
Mix Desaign
Martin Marietta
U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traftc Signal Foundations
19/9/2022
32 1320
Mix Design
NCS Redi Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix for Curb Inlets
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-NY 3000 psi Concrete Mix for Curb Inlets
1 1 /24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320AHP 4500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
11/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRMS020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ 11524 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 34 13
Mix Design
Redi-Mix
FOCI 0021 215 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Redi-Mix
l OJ 11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OJ11504 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OLI 1504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Redi-Mix
10LI1524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
19/9/2022
03 30 00
Mix Design
Redi-Mix
1RE 1524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads
19/29/2022
03 30 00
Mix Design
Redi-Mix
1OL21524 4000 psi Concrete Mix for Manholes
19/9/2022
03 30 00
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OLI 15E4 3600 psi Concrete Mix for Bridge substructures
19/9/2022
03 30 00
Mix Design
Redi-Mix
156115134 4000 psi Bridge Slabs
19/9/2022
03 34 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Redi-Mix
FOD138VM 100 psi Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Redi-Mix
1OJ11554 3000 psi Concrete Mix for Rip -Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix for Trench Repair Base Material
19/9/2022
03 30 00
Mix Design
Redi-Mix
10KI1524 3600 psi Concrete Mix for Encasement
19/9/2022
03 30 00
Mix Design
Redi-Mix
1ON11507 4500 psi (2600 psi na) 24 hrs.) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
10NI1504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
50KI1524 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OMI 15D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11524 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OMI 1504 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
1 11/2/2022
03 30 00
Mix Design
Redi-Mix
145P25P4 4500 psi Concrete for Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for CIP Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall
15/15/2023
03 30 00
Mix Design
Redi-Mix
80LI 15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
15/15/2023
03 30 00
Mix Design
Redi-Mix
1 ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts
19/9/2022
03 34 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter
19/9/2022
03 34 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete for Headwalls, Retaining Wall
19/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving
1 10/10/2022
03 30 00
Mix Design
SRM Concrete
35000 3600 psi Concrete for Sewer Manholes
1 10/10/2022
03 30 00
Mix Design
SRM Concrete
35300 3600 psi Concrete for Swere Manholes
19/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
19/9/2022
03 30 00
Mix Design
SRM Concrete
30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp
12/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1 1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 psi Concrete for Hand Placed Paving
1 5/5/2023
03 30 00
Mix Design
SRM Concrete
D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AMP 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
19/9/2022
03 34 13
Mix Design
Tarrant Concrete
FWFF150CLSM 50-150 psi Flowable Fill - CLSM
19/9/2022
03 34 13
Mix Design
Tarrant Concrete
FWFF275 50-150 psi Flowable Fill - CLSM
FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 06/27/2023
Classification M.—l-tur"
Model No.
National Spec
Concrete(Continued)
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Storm Drain Structures
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
Asphalt PavijV
19/9/2022
32 1216
Mix Design
Austin Asphalt
FT51)137965 PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
Austin Asphalt
DA513135965 PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
Austin Asphalt
FT5B117965 PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
Austin Asphalt
FT1B139965 PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
Austin Asphalt
FT1B117.2 PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
Sunmount Paving
341DV6422 PG64-22 Type D Fine Surface
1 11/26/2022
32 1216
Mix Design
Surmount Paving
340DV6422 PG64-22 Type D Fine Surface
1 12/5/2022
33 1216
Mix Design
Sunmount Paving
3076B V6422 PG62-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
Surmount Paving
341-BRAP6422ERG PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
19/9/2022
32 1216
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
TXBIT
29-222475-19 PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
TXBIT
1-222475-20 PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fine Surface
19/9/2022
32 1216
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fine Surface
Detectable Warnif Surface
19/9/2022
32 13 20
D 1 - Pavers
Pine Hall Brick (Winston Salem, NC)
Tactile Pavers
19/9/2022
32 1320
DWS - Pavers
Western Brick Co. (Houston, TX)
Detectable Warning Pavers
19/9/2022
32 1320
DWS - Composite
Engineered Plastics, Inc. (Williamsville. Armor Tile
19/9/2022
32 1320
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
14/7/2023
32 1320
DWS - Pavers
ADA Solutions (Wilmington, MA)
Detectable Warning Pavers
Silicone Joint Sealant
19/9/2022
32 13 73
Joint Sealant
Dow
0SL - Cold Applied, Single Component, Silicone Joint Sealant
TM D5893
19/9/2022
13 73
Joint Sealant
Tremco
0SL - Cold Applied, Single Component, Silicone Joint Sealant
TM D5893
19/9/2022
�32
32 1373
Joint Sealant
Pecom
0SL - Cold Applied, Single Component, Silicone Joint Sealant
iadSaver
TM D5893
NTMD5893
19/9/2022
32 1373
Joint Sealant
Crafco
Silicone - Cold Applied, Single Component, Silicone Joint Sealant
Utili Trench Embedment Sand
19/9/2022
33 00
5 1
Embedment Sand
Silver Creek Materials
Utility Embedment Sand
ASTM C33
19/9/2022
33 05 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
19/9/2022
33 05 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
33 05 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
33 05 10
Embedment Sand
Tin Top Martin Marietta
Utility Embedment Sand
ASTM C33
FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 06/27/2023
classification Manufacturer
Model No.
National Spec
Frameir Cover, and Grade Rings - Cast Iron ** for Stormwater Structures
19/9/2022
33 05 13
Manhole Frames and Covers
Neena Foundry
32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhom Logo, Model No. NF-1743LT66
19/9/2022
33 05 13
Manhole Frames and Covers
Neena Foundry
32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69
19/9/2022
33 05 13
Manhole Frames and Covers
SIP Industries
32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280
19/9/2022
33 05 13
Manhole Frames and Covers
EJCO
Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021 LO10
19/9/2022
33 05 13
Manhole Frames and Covers
Neena Foundry
32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhom Logo, Model No. NF-1743LTXX
19/9/2022
33 05 13
Manhole Frames and Covers
Neena Foundry
24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover w/Longhom Logo, Model No. NF-1650LT61
I9/9/2022
33 05 13
Manhole Frames and Covers
AccuCast (Govind Steel Company,
Ltd. 24" Diameter MHRC #220605 **
ASTM A48 AASHTO M306
19/9/2022
33 05 13
Manhole Cover
Neena Foundry
32" Diameter NF-1274-T91
ASTM A48 AASHTO M306
19/9/2022
33 05 13
Manhole Frames and Covers
Neena Foundry
32" DiameterNF-1743-LM (Hinged)
ASTM A48 AASHTO M306
19/9/2022
33 05 13
Manhole Frame
Neena Foundry
32.25" Diameter NF-1930-30
ASTM A48 AASHTO M306
19/9/2022
33 05 13
Manhole Frames and Covers
Neena Foundry
32" Diameter NF-1743-HV
ASTM A48 AASHTO M306
I9/9/2022
33 05 13
Manhole Frames and Covers
SIP Industries
24" Diameter 2279ST>•<>•<
ASTM A48 AASHTO M306
19/9/2022
33 05 13
Manhole Frames and Covers
SIP Industries
32" Diameter 2280ST
ASTM A48 AASHTO M306
19/9/2022
33 05 13
Manhole Frames and Covers
EJCO
32.25" Diameter EJ1033 X2/A
ASTM A48 AASHTO M306
**Note: All
new development
and new installation manhole lids shall meet the minimum 30" opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and
covers.
Reinforced Concrete Storm Drain Pipe/Culverts
19/9/2022
3341 10
Precast Box Culverts
Forterra
Precast Box Culverts
19/9/2022
3341 10
Concrete Pipe Wyes and Bends Forterra
RCP Wye and Bends
19/9/2022
33 49 10
Precast Box Culverts
Rinker Materials
Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850
ASTM C789, C850
19/9/2022
33 49 10
Concrete Pipe
Rinker Materials
Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655
ASTM C76, C655
19/9/2022
3341 10
Concrete Pipe
Forterra
Reinforced Concrete Pipe - Tongue and Groove +D48
Polypropylene Storm Drain Pipe
19/9/2022
13341 13
1 Polypropylene Pipe
Advanced Drainage Systems, Inc.
HP Polypropylene Storm Drain Pipe
II
Storm Drain
ianholes and Junction Boxes
19/9/2022
33 49 10
Stacked Manhole
Oldcastle
Precast 4' x 4' Stacked Manhole
ASTM C478
19/9/2022
33 49 10
Junction Box
Oldcastle
Precast 5' x 8' Storm Junction Box
ASTM C478
19/9/2022
33 49 10
Junction Box
Oldcastle
Precast 4' x 4' Storm Junction Box
ASTM C478
19/9/2022
33 49 10
Junction Box
Oldcastle
Precast 5' x 5' Storm Junction Box
ASTM C478
19/9/2022
33 49 10
Junction Box
Oldcastle
Precast 6' x 6' Storm Junction Box
ASTM C478
19/9/2022
33 49 10
Junction Box
Oldcastle
Precast 8' x 8' Storm Junction Box Base
ASTM C478
19/9/2022
33 49 10
Junction Box
Oldcastle
Precast 5' x 8' Storm Junction Box Base
ASTM C478
19/9/2022
33 49 10
Junction Box
Cowtown Redi Mix
No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars
ACI 318-14
19/9/2022
33 49 10
Manhole
Rinker Materials
Rinker Materials Reinforced 48" Diameter Spread Footing Manhole
ASTM C433
19/9/2022
33 49 10
Manhole Connector
Trelleborg Engineered Systems
Kor-N-Seal 106/406 Series Pipe to Manhole Connector
ASTM C923
19/9/2022
33 49 10
Junction Box
Forterra
4' x 4' FRT-4x4-409-PRECAST-BASE
ASTM C913
19/9/2022
33 49 10
Junction Box
Forterra
5' x 5' FRT-5x5-409-PRECAST-TOP
ASTM C913
19/9/2022
33 49 10
Junction Box
Forterra
5' x 5' FRT-5x5-409-PRECAST-BASE
ASTM C913
19/9/2022
33 49 10
Junction Box
Forterra
6' x 6' FRT-6x6-409-PRECAST-TOP
ASTM C913
19/9/2022
33 49 10
Junction Box
Forterra
6' x 6' FRT-6x6-409-PRECAST-BASE
ASTM C913
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
4'x 4' TPG-4x4-409-PRECAST TOP
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
4'x 4' TPG-4x4-409-PRECAST BASE
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
4'x 4' TPG-4x4-412-PRECAST 4-FT RISER
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
5 'x 5' TPG-5x5-410-PRECAST TOP
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
5 'x 5' TPG-5x5-410-PRECAST BASE
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
5'x 5' TPG-5x5-412-PRECAST 5-FT RISER
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
6'x 6' TPG-6x6-411-PRECAST TOP
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
6'x 6' TPG-6x6-411-PRECAST BASE
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
6'x 6' TPG-6x6-412-PRECAST 6-FT RISER
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
7'x 7' TPG-7x7-411-PRECAST TOP
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
7'x 7' TPG-7x7-411-PRECAST BASE
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
7'x 7' TPG-7x7-412-PRECAST 4-FT RISER
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
8 'x 8' TPG-8x8-411-PRECAST TOP
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
8 'x 8' TPG-8x8-411-PRECAST BASE
ASTM C615
19/9/2022
33 49 10
Junction Box
Thompson Pipe Group
8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER
ASTM C615
FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 06/27/2023
Classification Manufacturer
Model No.
National Spec
Storm Drain Curb and Drop Inlets
19/9/2022
33 49 20
Curb Inlets
Forterra
10' x 3' FRT-lOx3-405-PRECAST
ASTM C913
19/9/2022
33 49 20
Curb Inlets
Forterra
10' x 3' FRT-lOx3-406-PRECAST
ASTM C913
19/9/2022
33 49 20
Curb Inlets
Forterra
10' x 4.5' FRT-lOx4-407-PRECAST
ASTM C913
19/9/2022
33 49 20
Curb Inlets
Forterra
I O' x 4.5' FRT-1 Ox4-420-PRECAST
ASTM C913
19/9/2022
33 49 20
Junction Box
Forterra
4' x 4' FRT-4x4-409-PRECAST-TOP
ASTM C913
19/9/2022
33 49 20
Curb Inlet
Thompson Pipe Group
10' x 3' TPG-lOx3-405-PRECAST INLET
ASTM C615
19/9/2022
33 49 20
Curb Inlet
Thompson Pipe Group
15' x 3' TPG-15x3-405-PRECAST INLET
ASTM C615
19/9/2022
33 49 20
Curb Inlet
Thompson Pipe Group
20' x 3' TPG-20X3-405-PRECAST INLET
ASTM C615
19/9/2022
33 49 20
Drop Inlet
Thompson Pipe Group
4' x 4' TPG-4X4-408-PRECAST INLET
ASTM C615
19/9/2022
33 49 20
Drop Inlet
Thompson Pipe Group
5' x 5' TPG-5X5-408-PRECAST INLET
ASTM C615
19/9/2022
33 49 20
Drop Inlet
Thompson Pipe Group
G x 6' TPG-6X6-408-PRECAST INLET
ASTM C615