HomeMy WebLinkAboutContract 61949-PM2CSC No. 61949-PM2
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
WATER, SANITARY SEWER, AND STORMWATER
IMPROVEMENTS TO SERVE:
MARINE CREEK RANCH SECTION 17
IPRC Record No. 24-001
City Project No.105363
FID# 30114-0200431-195363-EO7685
File No. W-3024
X File No. X-28055
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur
Director, Transportation and Public Works Department
09/16/2024
o00ovvova
of TFeoo Prepared for
9s of The City of Fort Worth
*B°a September 2024
ANDREA E. TAYLOR
a -)b 124055
°oo0, l i SE
0614 DIVA a
l
mimia
519 E. Border Street
Arlington, TX 76010
www.mmatexas.com
ataylor@mmatexas.com
tbpe #f-2759
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
0011 13 ln.yit tie t Bidders
Bidders
Last Revised
03/20/2020
0021 13
004100
00 42 43
0043 3
inst..,,etiors to
Bid Form
Proposal Form Unit Price
Bid Ben
03/20/2020
040:2,12014
05/22/2019
040:2,12014
0045 12
Prequalification Statement
09/01/2015
nno0 4 5 13
Bidder- v -o,,, alifieatie kW ipa
03 in v
00 45 26
00 4 5-40
Contractor Compliance with Workers' Compensation Law
Mine Btisi Enterprise Goal
04/02/2014
nQ i a
00 52 43
-ity ess
Agreement
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
00 62 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
Maintenance Bond
01/31/2012
00 7300
0073 10
c„rri oment., -y Condition
Standard City Conditions of the Construction Contract for Developer
07 in i 1120 i
01/10/2013
Awarded Projects
Division 01- General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 25 00
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
01 31 20
Project Meetings
07/01/2011
01 32 33
Preconstruction Video
08/30/2013
013300
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 45 23
Testing and Inspection Services
03/20/2020
01 50 00
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
0157 13
Storm Water Pollution Prevention Plan
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
04/07/2014
04��
e �tr
rcvrrscrcccti�li �tl.I.'C�
,/ i n
nn 07��
01 74 23
Cleaning
04/07/2014
01 77 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
01 78 39
Project Record Documents
04/07/2014
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Date
Division 02 - Existing Conditions Modified
02 41 13 rele tiye Site Tlemol;tio Q/�ti
0241 14 Utility Removal/Abandonment 12/20/2012
Division 03 - Concreted
03-30-00 Cwj. L-A ' 1a-eConcrete 1 7 /7�zr�m12012
0Zv�n GefAfelled Tow St«engtL. NiT.,ter-ia /CT S Tl 1 f/'/ z
03 34 16 Goner-ete Bas Nl to,-;.,1 4' 17/rrQW20iz �or T��':�h A
038000 NRedifie tiefis t ,~*;stir,. C ner-eto Et. -jV oz 42/7 i
Division 26 - Electrical
26 05 00 Cowarwm W «l. moo, Vzjo iQW. 11 /�t4
26 nod Demolition for- Rleetfieal Systems 12/rc 20/2012
2605 43 Underground Duets and Raeeways for- Eleetr-ieal Systems 07/0W201-t
02/26/2016
Division 31 - Earthwork
31 1000 Site Cleafi g 12/20/2012
312T16 0rr2-8203
31�3 Beffe 011 /7vxr28i20i3
31� 14 00 Eirnk--T.1nt--fAS 01 / 3-
21� Gabions 17/7i
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 0 1'7 Do,-,ti,.,.,e t Asphalt P ,iag Dopai 17/70QQ17
�-z--v-r-rr � ,.„7.�,, � n rr�-=vrav�z
32 0 T4v �vFn w t DQ✓.'1�5� \6r�11.i 1 7 /'lrzr20QQ 12
32 1123 Flexible Base Getifses 12/20/2012
3zTTz7 ,z
32 1 1 37 Liquid Tr-ea4e.l SE 1 Qtab l;.,o« 08,121Q015
32 12-16 11Ur.l t 1, , fIg 12/rcz0Q
32 �3 k,3.t ltv" 32 13
�3 rrravraviz
32 1373 C,,ner-ete Paving joint Sealants 12/20/2017
32 14-16 $'oi Urit P trot 11 /7 z
27�3 Gonerete Gufb ,,.,1 r_„tter-s „„,1 Valley r_„ttefs 110/06
32 3 Pavement Mar -kings 1 11 1 /'f� 22i 2013
32 1725 Curb A,1,1«o3a 11 /n�, A�3
32 3i i3 Chain Fenees and Gates 12/20/2012
27�0 i ,1 !'S.,tes 12/20/2012
� i447 I'\?ri�0
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
37�9 Wee.l Fe.-.ees and 04es 12/20/2012
Topsoil Dl..ee efA.. of DerL. ays 12/20/2012
3'� ~d Piniohine
37� Hydro M let ing Seeding, ,1 Sodding 42/7 z
> >e„
37�3 Trees and ST.,ubs 12/20/2012
Division 33 - Utilities
33 01 30
Sewer and Manhole Testing
12/20/2012
33 01 31
Closed Circuit Television (CCTV) Inspection
03/03/2016
3303 10
33�o
33�=
BypasC Pum,, ,rrrig,ef �.-dz4 :ig Sewer- Systems
)44 Beading and Fleet,-;e.,l lseWie.-.
Corrosion Control Test Stations
1'11 /3zzr2mzviz
12/3rc z Q iz
12/rc�-2 /2012
33�2
333 04 30
33�no
Magnesium Anode Cathodic Protection Systeffl
Toni
Gleaning and n eepta e Testing E) Water- Mains
12/20/2012
07/nQ,,0 20i i
02/03
3 3�o
3305 10
3 3�2
Gleaning ing of Sewer- Mains
Utility Trench Excavation, Embedment, and Backfill
Water- Line e Lower -in
421/20Q0Q
12/12/2016
12/z
3305 13
�--v�-z�
33 n�10
F-.,,v.e r&, a Grade Rings �t 1
nim�cvvEi-ui cmg�—�.,
Fr -a e, G ver- and Grade Rings Composite
n1 /3v�r22�2016
01/22/2016
3305 14
Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
12/20/2012
Grade
(`o
330
3305 17
33�0Auger-12/20/2012
330521
e,-ete Water- Vaults
Concrete Collars
Tunnel Liner teer Plate
i2/204z
12/20/2012
12/20/2012
330522
32�3
33�T
3 3�o
33�o
Steel Casing Npe
Hand Tunneling
1rzMe;2l_,K, an of r.,f f e,- Pipe i Casing o,- T,,,,.,,.el Lifter- e,- Plate
Utility T iTa+4Eef:s /T eeatef:s
T
Q/3 z
131 /7z
06/19QO 3
!2/20Q0 i
33 1105 05
T✓-rr-v�
33 11 10
ee.,t;o,-. ofExisting t4l;
Belt TT„ s a- d Gaskets
, ,
Ductile Iron Pipe
i2'/20Q0i2
12/20QO12
zzi-zvrz-ozz
12/20/2012
33 11 11
Ductile Iron Fittings
12/20/2012
33 11 12
Polyvinyl Chloride (PVC) Pressure Pipe
11/16/2018
33 11 13Pr-essufePipe
B xx LF .1 Steel Cylinder- Type
13/30/7n17
33 1 1 11
Buf e.l Steel Pipe a -a Fittings
12/20/2012
3,3 11 15
We St..esse,1 Go e.ete Gy4i ,1e,. Pipe
02/10 4/2
33 12 10
Water Services 1-inch to 2-inch
02/14/2017
33 !2 1 1
Large xxr.,te,- Metef:s
13/rrr20Q0 i
33 1220
33�=
Resilient Seated Gate Valve
B„tteffl x7.,1y
12/20/2012
12/7
33 1225
33�o
AWALA Rubbef Seated y
Connection to Existing Water Mains
re,...l.;..,.t;e.. Air- 374ye Assemblies f
Potable xx me,. Systems
z
02/06/2013
12/3r�avr 0i2
33 1240
f
Hydrants
01/03/2014
3�- 1250
`F=i're
�Y atc Ean. r1a C`St ions
12/20/2012
r
33 1260 n
�
t ��.crldard Blow off Valve.�. ssel !
06/19/3n1 3
3331 12
Cured in Place Pipe (CIPP)
12/20/2012
33 31 13
Fiber -glass Deifif ,-ee.l Pipe for- ('_faNity Sanita.j, a
i2/'fez
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
ZZ�s
ZZ�o
High Dens;.. Polyethylene (14PPE) Pipe br Sanit&r ref
Polyvinyl Chloride (U37C) C_rm,ity C'.,,-.;t.,ry C`ewef Pipe
12/'lzzr20/2012
06/1 3
�33 31 7
Polyvinyl Chloride Closed Profile Gravity Sa-R tafy Sewer
r12/20r20z2T.
(PVC)
pe
44 11
ZZ�3
aan tai=y Sewor FllsLining
tai=y
12r2W2012
, 7/r�-20Q0
33 31 50
San Sewer Pipe Enl.,r..o,v.o
Sanitary Sewer Service Connections and Service Line
for >
i
04/26/2013
9
3339 10
Combination Air Valve Sanitary Sewer- oree Mai
Cast -in -Place Concrete Manholes
12/7rc 20QO 12
12/20/2012
33 39 20
2Z�o
Precast Concrete Manholes
Fiber -glass TR.,,-holes
12/20/2012
W/r�,zv/nQ
33 39-40
33 39 60
Wastewater A eeess Clamber- «x/ A C)
Epoxy Liners for Sanitary Sewer Structures
12/� 0/2
12/20/2012
3341 10
Reinforced Concrete Storm Sewer Pipe/Culverts
07/01/2011
33 41- 11
High Dm". I Polyethylene (14DPE) Pipe for Stornq Dioin
12/'�tz
33 41
Rei fee-ee,l D lyetl.lene /9P. E) Pire
„lrr 13�201-5-
1
/�z
33 4600
33 4601
Su-bdrainage
Slotted StOm Drairr;
2 20/2012
07/011-
33 46 02
Tre1 clh Dninz
07/0T
3349 10
Cast -in -Place Manholes and Junction Boxes
12/20/2012
33 49 20
Curb and Drop Inlets
12/20/2012
33 49 40
Storm Drainage Headwalls and Wingwalls
07/01/2011
Division 34 - Transportation
34 41 10 Traffie Signals
34 41 10.01 Att$GhmentA Controller Cabinet
10,112Q015
i 2,4 8/ 0 i§
34 41
no02
34 41-10.03
Tt&Gn„ezrt B Controller Spe Cticatl6i
rttaehment G Software peeiCiea4ioi
Tol r,mo \ ' Tf ff;, c g is
0272712
01/2012
111 1 /7 3
�1
211 11 11
34 41
Removing Tr.,f-K-oF/.g,.,-Nar
,�1�i2
34 41 15
Rees gular Rap;, l 17\Ao'9hii g Beaeon
ib/22QW3
34 41 16
Pedestrian L,,i. ; ,
11 /�t3
2 ^�v
1,
��• Illulni�t�n ��a��Jr.3s
1 2 ��
/20 /204-
34 n�oi
r r
�4r���a1. �� Aa�� �ir.�nr�s
u/�n,
�l c-c
n
2n ^�02
Froow ay LED U,,.,dw
06/1 5
2A ^�n0J
r
�tiaJ. r �J''� i�}� �am��i.: �
n�/1 c/�n1 c
,�
34 4130
Alur.� xurs F:gns,
11 /,�t3
34 4150
2�1�3
Single Modo Filar Optie Cable
Tr.,f'f e Control
02/o�6
11 /�lri 22Q0i3-
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised March 20, 2020
000010
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
Page 5 of 5
FC-4-0- A-vailab lib,-of-L�
FE-4.-04 i-Ido groux
GG 4.06 Hazardous Environmental Condition at Site
GG 6.0 rB Mino -ity and Women Owned u„siness Ente f... fise G,,.,-,plia ee
GG 6.07 Wage Rates
Pormito and Td r s
Fib-6.24 Nondisecirsinatian
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised March 20, 2020
MARINE CREEK RANCH SECTION 17
CPN #105363
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page I of4
Bidder's Application
Bidder's Proposal
Bidlist Item
Description
Specification
I Unit of
Bid Quantity
Unit Price
Bid Value
No.
Section No.
Measure
UNIT I: WATER IMPROVEMENTS
1
3305.0109 Trench Safety
33 05 10
LF
7306
$0.10
$730.601
2
3311.0001 Ductile Iron Water Fittings w/ Resstraint
33 11 11
TON
2.56
$16,400.00
$41,984.001
3
3311.0241 8" Water Pipe
33 11 12
LF
7097
$61.00
$432,917.001
4
3311.0441 12" Water Pipe
33 11 10
LF
33 11 12
209
$90.00
$18,810.00
5
3312.0001 Fire Hydrant
33 1240
EA
8
$7,550.00
$60,400.001
6
3312.0117 Connect to Existing 4"-12" Water Main
33 1225
EA
2
$1,490.00
$2,980.001
7
3312.2003 1"Water Service
33 12 10
EA
152
$1,600.00
$243,200.001
8
3312.3003 8" Gate Valve
33 1220
EA
20
$2,490.00
$49,800.001
9
9999.0001 Automatic Flusher
EA
4
$6,900.00
$27,600.001
TOTAL UNIT I: WATER IMPROVEMENTS
$878,421.601
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS - DEVEEOPER AWARDED PROJECTS
Form Version May 22, 2019
Copy of Marine Creek Ranch Section 17 WSS DAP.xIs
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 2 of 4
Bidder's Application
Bidder's Proposal
Bidlist Item
Description
Specification
I Unit of
Bid Quantity
Unit Price
Bid Value
No.
Section No.
Measure
UNIT II: SANITARY ,EWER IMPROyEMENTS_
1
0241.2015 Remove 12" Sewer Line
0241 14
LF
1248
$22.50
$28,080.001
2
0241.2201 Remove 4' Sewer Manhole
0241 14
EA
2
$700.00
$1,400.001
3
3301.0002 Post -CCTV Inspection
3301 31
LF
7756
$3.00
$23,268.001
4
3301.0101 Manhole Vacuum Testing
3301 30
EA
42
$139.00
$5,838.001
5
3305.0106 Manhole Adjustment, Major
33 05 14
EA
1
$4,200.00
$4,200.001
6
3305.0107 Manhole Adjustment, Minor
33 05 14
EA
1
$1,400.00
$1,400.001
7
3305.0109 Trench Safety
33 05 10
LF
7756
$1.00
$7,756.001
8
3305.0112 Concrete Collar for Manhole
33 05 17
EA
8
$400.00
$3,200.00 1
9
3305.3008 20" Sewer Carrier Pipe
33 05 24
LF
20
$191.00
$3,820.001
10
3305.3010 24" Sewer Carrier Pipe
33 05 24
LF
100
$203.00
$20,300.00 1
11
3331.3101 4" Sewer Service
3331 50
EA
151
$1,520.00
$229,520.001
12
3331.4108 6" Sewer Pipe
33 11 10
LF
84
$55.00
$4,620.001
13
3331.4115 8" Sewer Pipe
33 11 10
LF
3331 12
6119
$66.00
$403,854.00
14
3331.4119 8" DIP Sewer Pipe
33 11 10
LF
167
$123.00
$20,541.00
15
3331.4208 12" Sewer Pipe
33 11 10
LF
3331 12
637
$101.00
$64,337.00
16
3331.4212 12" DIP Sewer
33 11 10
LF
248
$173.00
$42,904.00
17
3331.5747 8" Sewer Pipe, CLSM Backfill
33 11 10
LF
3331 12
340
$102.00
$34,680.00
18
3331.5748 8" DIP Sewer Pipe, CLSM Backfill
33 11 10
LF
20
$159.00
$3,180.00
19
3331.5751 12" Sewer Pipe, CLSM Backfill
33 11 10,33
LF
31 12,3331
40
$137.00
$5,480.00
20
3331.5752 12" DIP Sewer, CLSM Backfill
33 11 10
LF
100
$210.00
$21,000.00
21
3339.0001 Epoxy Manhole Liner
33 39 60
VF
268
$510.00
$136,680.001
22
3339.1001 4' Manhole
33 39 10
EA
33 39 20
32
$5,430.00
$173,760.00
23
3339.1002 4' Drop Manhole
33 39 10
EA
33 39 20
7
$6,900.00
$48,300.00
3339.1003 4' Extra Depth Manhole
33 39 10
24
33 39 20
VF
102.2
$220.00
$22,484.00
3339.1102 5' Drop Manhole
33 39 10
25
33 39 20
EA
3
$12,500.00
$37,500.00
3339.1103 5' Extra Depth Manhole
33 39 10
26
33 39 20
VF
10.9
$340.00
$3,706.00
9999.0002 Connect to Existing Manhole
00 00 02
27
EA
4
$2,000.00
$8,000.00
3137.0101 6" Concrete Rip Rap
31 3700
27
SY
208
$113.00
$23,504.00
TOTAL UNIT
II: SANITARY SEWER IMPROVEMENTS
$1,383,312.001
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of Marine Creek Ranch Section 17 WSS DAP.xIs
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
00 42 43
DAP - BID PROPOSAL
Page 3 of 4
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item
Description
Specification
Unit of
Bid Quantity
Unit Price
Bid Value
No.
Section No.
Measure
UNIT III: DRAINAGE IMPROVEMENTS
1
3137.0104 Medium Stone Riprap, Dry
31 3700
SY
302
$90.00
$27,180.001
2
3305.0109 Trench Safety
33 05 10
LF
4,044
$0.50
$2,022.001
3
3341.0201 21" RCP, Class III
3341 10
LF
702
$94.00
$65,988.001
4
3341.0202 21" RCP, Class IV
3341 10
LF
255
$99.00
$25,245.001
5
3341.0205 24" RCP, Class III
3341 10
LF
1,652
$103.00
$170,156.001
6
3341.0206 24" RCP, Class IV
3341 10
LF
139
$110.00
$15,290.001
7
3341.0302 30" RCP, Class III
3341 10
LF
542
$122.00
$66,124.001
8
3341.0309 36" RCP, Class III
3341 10
LF
302
$195.00
$58,890.001
9
3341.0310 36" RCP, Class IV
3341 10
LF
26
$183.00
$4,758.001
10
3341.0402 42" RCP, Class III
3341 10
LF
110
$200.00
$22,000.00 1
11
3341.0403 42" RCP, Class IV
3341 10
LF
316
$206.00
$65,096.00 1
12
3349.0001 4' Storm Junction Box
33 49 10
EA
15
$6,700.00
$100,500.001
13
3349.4104 21" SET, 1 Pipe
33 49 40
EA
2
$2,600.00
$5,200.001
14
3349.4105 24" SET, 1 Pipe
33 49 40
EA
3
$2,800.00
$8,400.00 1
15
3349.4107 30" SET, 1 Pipe
33 49 40
EA
1
$3,000.00
$3,000.00 1
16
3349.4109 36" SET, 1 Pipe
33 49 40
EA
1
$3,700.00
$3,700.001
17
3349.5001 10' Curb Inlet
33 49 20
EA
5
$5,900.00
$29,500.001
18
3349.5002 15' Curb Inlet
33 49 20
EA
15
$8,200.00
$123,000.001
19
3349.5003 20' Curb Inlet
33 49 20
EA
2
$11,000.00
$22,000.001
20
9999.0003 3' Wide Concrete Flume w/ Variable Wall
00 00 03
LF
580
$128.00
$74,240.001
21
9999.0004 Remove and Replace Concrete Trail (As
00 00 04
SF
1070
$15.60
$16,692.001
TOTAL UNIT III: DRAINAGE IMPROVEMENTS
$908,981.001
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 Copy of Marine Creek Ranch Section 17 WSS DAP.xIs
UNIT PRICE BID
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
00 42 43
DAP - BID PROPOSAL
Page 4 of 4
Bidder's Application
Project Item Information Bidder's Proposal
Description Specification I Unit of Bid Quantity Unit Price Bid Value
Section No. Measure
Bid Summary
UNIT I: WATER IMPROVEMENTS $878,421.601
UNIT II: SANITARY SEWER IMPROVEMENTS 1 $1,383,312.001
UNIT III: DRAINAGE IMPROVEMENTS $908,981.001
Total Construction Bid $3,170,714.60 1
This Bid is submitted by the entitv named below:
BIDDER:
Burnsco Construction, Inc.
6331 Southwest Blvd.
Benbrook, TX 76132
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY:
TITLE: Vice President
DATE: 30-Jul-24
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
125 working days after the date when the
Copy ofMarine Creek Ranch Section 17 WSS DAP.xIs
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 4512
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 "Mai or Work
Tvae" box provide the complete maior work tvpe and actual description as Drovided by the Water
Department for water and sewer and TPW for Daving.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Water and Wastewater New Burnsco Construction, Inc. 6/30/2025
Development, Rehabilitation, and
Redevelopment Open Cut and
Trenchless (all sizes);
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Burnsco Construction, Inc.
6331 Southwest Blvd.
Benbrook, TX 76132
BY:
(Si re)
TITLE: Vice President
DATE: September 13, 2024
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12—Prequalification Statement 2015—DAP
Form Version September 1, 2015
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
40
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I 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. 105363 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:
Burnsco Construction, Inc.
Company
6331 Southwest Blvd.
Address
Benbrook, TX 76132
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
By: Albert Grantges
LeXir1t)
Signature:
Title: Vice President
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Albert Grantges , 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 Burnsco Construction, Inc. for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 13th day of
September , 20 24.
KASSANDRA CANALES
PRY PLB
Notary Public, State of Texas Nary Public in and for the State of Texas
Comm. Expires 01-23-2027
Notary ID 134158873
n m,
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
Marine Creek Ranch Section 17
105363
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 4
SECTION 00 52 43
2
3 THIS AGREEMENT, authorized on 9/13/2024 is made by and between the Developer,
4 Crvstal Lake Development, LLC, authorized to do business in Texas ("Developer") , and Burnsco
5 Construction, Inc. authorized to do business in Texas, acting by and through its duly authorized
6 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 Marine Creek Ranch Section 17
16 105363
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 125 working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
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 Three Million One Hundred Seventy Thousand Seven
39 Hundred Fourteen Dollars and Sixty Cents ($3.170.714.60).
40 Article 5. CONTRACT DOCUMENTS
CIi �.��K�]►Y Y �1►Y If.�
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 T7o,-.Y, (As p idea by Pe ,oi pe -)
47
1) Proposal Form (DAP Version)
48
2) Prequalification Statement
49
3` State and Feder -at doouliiolgt
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
i BE ado- cum (if -o,, ifed)
n. � �itm�nt F�� �m
57
3.
Standard City General Conditions of the Construction Contract for Developer
58
Awarded Projects.
59
4.
Sdp1zj 1. .
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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
iZ�Wm Will lei 1J 040T lei I W [91:111111 l
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 provision is specifically intended to operate
80 and be effective even if it is alleged or proven that all or some of the damages being
81 sought were caused, in whole or in part, by anv act, omission or negligence 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 provision is specifically intended to operate and be effective even if it is alleged or
92 proven that all or some of the damages being sought were caused. in whole or in Dart,
93 by anv act, omission or negligence of the citv.
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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised June 16, 2016
OC 52 4_ - 4
Developer Awarded Project Agreement
Page 4 of4
115
116 7.6 Authority to Sign.
I17 Contractor shall attach evidence of authority to sign Agreement, if other than duly
118 authorized signatory of the Contractor.
119
120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
121 counterparts.
122
123 This Agreement is effective as of the last date signed by the Parties ("Effective Date'').
124
125
Contractor:
Burnsco C str ction, Inc.
By;
(Signature)
John Burns
(Printed Name)
Developer:
Crystal Lake Development, LLC
f (Signature)
1 6I
(Printed Name)
Title: President Title:
Company Name: Burnsco Construction, /
Inc Company name: Crystal Lake Development, LLC
Address: 6331 Southwest Blvd Address: 3825 Camp Bowie Blvd.
City/State/Zip: Benbrook, TX 76132
9/12/2024
Date
City/State/Zip: Fort Worth, TX 76107
9/1�/24
Date
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFIC.'ATION DOCUMENTS —DEVELOPER AWARDED PROJECTS 105363
Revised June 16,2016
Bond #022239991
0062 13- 1
PERFORMANCE BOND
Pagel of 3
I 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, Burnsco Construction, Inc. known as
8 "Principal" herein and Liberty Mutual Fire Insurance Company 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, Crystal
i l Lake Development, LLC, authorized to do business in Texas ("Developer") and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of, Three Million One Hundred
13 Seventy Thousand Seven Hundred Fourteen Dollars and Sixtv Cents ($3,170,714.60), lawful
14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of
15 which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we
16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
17 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 CFA24-0043 ;and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 14th day of September , 2024, 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 Marine Cheek Ranch Section 17
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 Marine Creek Ranch Section 17
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363
Revised January 31, 2012
2
3
4
5
6
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
006213-2
PERFORMANCE BOND
Page 2 of 3
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Govermnent Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
this instrument by duly authorized agents and officers on this the 14th day of
September 2024.
ATTEST:
(Principal) Secretary
Witness as to Principal
PRINCIPAL:
Bur co o struction, Inc.
BY.
Sig ature
John Burns, President
Name and Title
Address: 6331 Southwest Blvd.
Benbrook, TX 76132
SURETY:
Liberty Mutual Fire Insurance Company
BY: 44t_do
Signature
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
wL
WSsaurety Telephone Number: 877-751-2640
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Marine Creek Ranch Section 17
105363
006213-3
PERFORMANCE BOND
Page 3 of 3
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH AAnr•ine Creek Ranch Section 17
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363
Revised January 31, 2012
Bond #022239991
0062 14- 1
PAYMENTBOND
Page I oft
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
8 That we, Burnsco Construction, Inc. known as
9 "Principal" herein, and Liberty Mutual Fire Insurance Company
,a
10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
11 Texas, known as "Surety" herein (whether one or more), are held and finely bound unto the
12 Developer, Crystal Lake Development, LLC , authorized to do business in Texas "(Developer"),
13 and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Three
14 Million One Hundred Seventv Thousand Seven Hundred Fourteen Dollars and Sixtv Cents
15 ($3,170,714.60), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
16 Texas, for the payment of which sum well and truly be made jointly unto the Developer and the
17 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and
18 assigns, jointly and severally, firmly by these presents:
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth, by and through a Community Facilities
21 Agreement, CFA Number CFA24-0043;and
22 WHEREAS, Principal has entered into a certain written Contract with Developer,
23 awarded the 14th day of September , 20 24 , which Contract is hereby
24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
26 Work as provided for in said Contract and designated as Marine Creek Ranch Section 17,
27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Goverment Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363
0062 14-2
PAYMENTBOND
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 14th day of
6 September 20 24 .
7
8
9
10
11
12
13
14
ATTEST:
(Principal) Secretary
Witness as to Principal
ATTEST:
"')"'c'
(Surety) Secretary
Wit ess to Surety
PRINCIPAL:
Burn sco truction, Inc.
BY:
Signature
John Burns, President
Name and Title
Address: 6331 Southwest Blvd.
Benbrook, TX 76132
SURETY:
Liberty Mutual Fire Insurance Company
B Y : 4IU. 141-1
SignIture
Sophinie Hunter, Attorney -In -Fact
Name and Title
Address: 2200 Renaissance Blvd., Suite 400
King of Prussia, PA 19406
Telephone Number: 877-751-2640
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363
Bond #022239991
0062 19- 1
MAINTENANCE BOND
Pagel oP3
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 Burnsco Construction, Inc. , known as
9 "Principal" herein and Liberty Mutual Fire Insurance Company
p , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
I 1 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Crystal
12 Lake Development, LLC , authorized to do business in Texas ("Developer") and the City of Fort
13 Worth, a Texas municipal corporation ("City"), in the sum of Three Million One Hundred
14 Seventy Thousand Seven Hundred Fourteen Dollars and Sixty Cents ($3,170,714.60), lawful
15 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of
16 which sum well and truly be made jointly unto the Developer and the City as dual obligees and
17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
18 jointly and severally, firmly by these presents.
19
20 WHEREAS, Developer and City have entered into an Agreement for the construction of
21 community facilities in the City of Fort Worth by and tluough a Community Facilities
22 Agreement, CFA Number CFA24-0043;and
23 WHEREAS, the Principal has entered into a certain written contract with the Developer
24 awarded the 14th day of September , 20 24, which Contract is
25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
26 materials, equipment labor and other accessories as defined by law, in the prosecution of the
27 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
28 the "Work") as provided for in said Contract and designated as Marine Creek Ranch Section 17 ;
29 and
30
31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
32 accordance with the plans, specifications and Contract Documents that the Work is and will
33 remain free from defects in materials or workmanship for and during the period of two (2) years
34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363
Revised January 31, 2012
l
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
0062 19-2
MAINTENANCE BOND
Page 2 of 3
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Marine Creek Ranch .Section 17
105363
006219-3
MAINTENANCE BOND
Page 3 of 3
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 14th day of
3 September 20 24.
4
5 PRINCIPAL:
6 Burnsco_Construction, Inc.
7
8
9 BY:
10 Sig ature
II ATTES
12
13 John Burns, President
14 (Principai) Secretary Name and Title
15
16 Address: 6331 Southwest Blvd.
17 Benbrook, TX 76132
18 r
19
20 Witness as to Principal
21 SURETY:
22 Liberty Mutual Fire Insurance Company
23
24
25 B Y : ..L�.
26 Sill -nature
27
28 Sophinie Hunter, Attorney -In -Fact
29 ATT, ST: Name and Title
30 J�� YVl4-
31 �f Address: 2200 Renaissance Blvd., Suite 400
32 (Surety) Secretary King of Prussia, PA 19406
33
34
35 Wit ss a4o Surety Telephone Number: 877-751-2640
36
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 Marine Creek Ranch Section 17
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 105363
Revised January 31, 2012
This Power of Attorney limits the acts of those named herein, and they have no authority to
bind the Company except in the manner and to the extent herein stated.
Llberjt Liberty Mutual Fire Insurance Company
Mutual Wausau, Wisconsin Certificate No: 8205468-022020
10�SURETY POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of
Wisconsin does hereby make, constitute and appoint Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie
Hunter; Tina McEwan; Tonle Petranek
all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorney(s)-in-fact, with full
power and authority hereby conferred in theirfits name, place and stead, to sign, execute, acknowledge and deliver in theirfits behalf, and as their/its act and deed, without power of
redelegation, as follows:
Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount
and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the
Company(ies), and all the acts of said aBorney(s), pursuant to the authority herein given, are hereby ratified and confirmed.
AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT
Appointment of Attorneys -in -Fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as
amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013. Further, the President of Liberty Mutual Fire Insurance Company, executed a Delegation of
Authority and authorized the assistant secretary signing below to
appoint attorneys -in -fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make
execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations.
,
ay 0
aa)
coma IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal to be hereto affixed,
o- 2
N this 23rd day of April 2021
S 1:5
�E
Liberty Mutual Fire Insurance Company
0
�E\p�SG Po
o
1908
v
'
Yd hscotA D3
Ely.
¢ Cn
o�
�'sY� * �aa David M. Carey, Assistant Secretary
a p
41 0
a) cu
� m
I
Attest: \A.Ii,W`�.{„U Wt� �
Y-+
0
Heather B. Magee
o 0
j (D State of PENNSYLVANIA
o00
ss
3 04
E County of MONTGOMERY
0 CZaCl)
-00
o The foregoing instrument was acknowledged before me this 23rd
day of April 2021 by David M. Carey, an authorized representative of Liberty Mutual Fire Insurance
o
L Insurance Company.
-a a
a
c co
P PASl
a U
<C5
4` `\pONWr !
O t4 cy� <� i
Z U p" u 2
Commonwealth of Penns Ivania - Notary Seal
Y rY
Teresa Pastella, Notary Public
Montgomery County
C
O N
rn
L f0
OF
q,e
My commission expires March 28, 2025
Commission number 1126044
By
Teresa Pastella, Notary Public
O
ytiN„ry1VP'���j
r�+r3v cam'
Member, Pennsylvania Association of Notaries
CERTIFICATE
I, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct
copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials
specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance
Company dated May 21, 2013,
This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire
Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was
VOTED that the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such
power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to
any surety undertakings, bonds, recognizances and other surety obligations to which it is attached.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixed, this day of
LMS-22023 03/21
yF\RE INSG
RPOq 'Qy
4a�Q
AICA�
n
By:
� 19
T o
rd� COS
Renee C. Llewellyn, Assistant Secretary
aaa�
Liberty
Mutuil®
SURETY
TEXAS
IMPORTANT NOTICE
To obtain information or make a complaint
You may call toll -free for information or to
make a complaint at
1-877-751-2640
You may also write to:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
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
Consumer Protection (I I I-1A)
P. 0. Box 149091
Austin, TX 78714-9091
FAX: (512) 490-1007
Web: httn://www.tdi.texas.aov
E-mail: ConsumerProtection(,tdi.texas.aov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should first
contact the agent or call 1-800-843-6446.
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.
TEXAS
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede llamar al numero de telefono gratis
para informacion o para someter una queja al
1-877-751-2640
Usted tambien puede escribir a:
2200 Renaissance Blvd., Ste. 400
King of Prussia, PA 19406-2755
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, coberturas, derechos o
quejas al
1-800-252-3439
Puede escribir al Departamento de Seguros
de Texas Consumer Protection (I I I -1 A)
P. 0. Box 149091
Austin, TX 78714-9091
FAX # (512) 490-1007
Web: http://www.tdi.texas.aov
E-mail: ConsumerProtection ..tdi.texas.gov
DISPUTAS SOBRE PRIMAS 0 RECLAMOS:
Si tiena una disputa concerniente a su prima o a
un reclamo, debe cornunicarse con el agente o
primero. Si no se resuelve la disputa, puede
entonces comunicarse con el departamento (TDI)
UNA ESTE AVISO A SU POLIZA:
Este aviso es solo para proposito de informacion
y no se convierte en parte o condicion del
documento adjunto.
NP 70 68 09 01
LMS-15292 10115
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology...........................................................................................................1
1.01 Defined Terms...............................................................................................................................1
1.02 Terminology.................................................................................................................................. 5
Article2 —Preliminary Matters.........................................................................................................................6
2.01 Before Starting Construction......................................................................................................... 6
2.02 Preconstruction Conference.......................................................................................................... 6
2.03 Public Meeting.............................................................................................................................. 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards......................................................................................................................6
3.02 Amending and Supplementing Contract Documents................................................................... 6
Article 4 — Bonds and Insurance........................................................................................................................ 7
4.01 Licensed Sureties and Insurers...................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds......................................................................... 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —Contractor's
Responsibilities.........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors)......................................16
5.07
Concerning Subcontractors, Suppliers, and Others....................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas........................................................................................................19
5.12
Record Documents......................................................................................................................
20
5.13
Safety and Protection..................................................................................................................
21
5.14
Safety Representative..................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................22
5.16
Submittals....................................................................................................................................
22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification........................................................................................................................... 24
5.19 Delegation of Professional Design Services...............................................................................24
5.20 Right to Audit: ............................................................................................................................. 25
5.21 Nondiscrimination.......................................................................................................................25
Article 6 - Other Work at the Site...................................................................................................................26
6.01 Related Work at Site................................................................................................................... 26
Article 7 -
City's Responsibilities..................................................................................................................
26
7.01
Inspections, Tests, and Approvals...................................................................................................
26
7.02
Limitations on City's Responsibilities........................................................................................26
7.03
Compliance with Safety Program...............................................................................................
27
Article 8 -
City's Observation Status During Construction............................................................................27
8.01
City's Project Representative......................................................................................................27
8.02
Authorized Variations in Work...................................................................................................27
8.03
Rejecting Defective Work......................................................................................................
27
8.04
Determinations for Work Performed..........................................................................................28
Article9 - Changes in the Work..................................................................................................................... 28
9.01 Authorized Changes in the Work................................................................................................28
9.02 Notification to Surety..................................................................................................................28
Article 10 - Change of Contract Price; Change of Contract Time................................................................. 28
10.01 Change of Contract Price............................................................................................................28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays.......................................................................................................................................... 28
Article 11 -
Tests and Inspections; Correction, Removal or Acceptance ofDefective Work.......................29
11.01
Notice of Defects........................................................................................................................
29
11.02
Access to Work...........................................................................................................................29
11.03
Tests and Inspections..................................................................................................................29
11.04
Uncovering Work..................................................................................................................
30
11.05
City May Stop the Work.............................................................................................................
30
11.06
Correction or Removal of Defective Work............................................................................
30
ll.07
Correction Period........................................................................................................................
30
11.08
City May Correct Defective Work.............................................................................................
31
Article12 - Completion.................................................................................................................................. 32
12.01 Contractor's Warranty of Title.................................................................................................... 32
12.02 Partial Utilization........................................................................................................................ 32
12.03 Final Inspection...........................................................................................................................32
12.04 Final Acceptance.........................................................................................................................33
Article13 - Suspension of Work..................................................................................................................... 33
13.01 City May Suspend Work............................................................................................................. 33
Article 14 - Miscellaneous .........................................
14.01 Giving Notice .........................................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
34
34
14.02
Computation of Times................................................................................................................34
14.03
Cumulative Remedies.................................................................................................................
34
14.04
Survival of Obligations...............................................................................................................35
14.05
Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Pagel of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recordedplat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are notContract Documents.
10. Contractor —The individual or entity with whom Developer has entered into theAgreement.
IL Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of theAgreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of theAgreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of theProject.
28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at theSite.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work —The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the ContractDocuments.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the followingways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either parry or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 eachoccurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide ' X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 11 of35
1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: NONE
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: NONE
b. Each Occurrence: NONE
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-12
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 12 of35
way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-13
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 13 of35
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-14
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 14 of35
C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made byparticipating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if.
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-15
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 15 of35
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-16
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 16 of35
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 fumish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-17
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 17 of35
❑ Required for this Contract.
(Check this box if there is any City Participation)
❑ Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-18
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 18 of35
Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
❑ Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 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.
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 I 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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-19
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 19 of35
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and OtherAreas:
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-20
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 20 of35
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2 At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve theDamage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-
up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-21
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 21 of35
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-22
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of35
5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the ContractDocuments.
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 Paragraph5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-23
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 23 of35
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage causedby:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or finalpayment;
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-24
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 24 of35
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
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 ofactions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of35
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing Cityfunds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of35
ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of35
7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of35
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipatedproject.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of35
ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of35
Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2 consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 — MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the otherparty.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Page 1 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
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 105363
Revised December 20, 2012
01 11 00 - 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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 105363
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]
i 11QI ZI] Icy I[ON I IQ I
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects 105363
Revised December 20, 2012
1
2
3
4 PART1- GENERAL
5 1.1 SUMMARY
0135 13 -1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
SECTION 0135 13
SPECIAL PROJECT PROCEDURES
6 A. Section Includes:
7 1. The procedures for special project circumstances that includes, but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Air Pollution Watch Days
12 e. Use of Explosives, Drop Weight, Etc.
13 f. Water Department Notification
14 g. Public Notification Prior to Beginning Construction
15 h. Coordination with United States Army Corps of Engineers
16 i. Coordination within Railroad permits areas
17 j. Dust Control
18 k. Employee Parking
19 1. (Coordination with North Central Texas Council of Governments Clean
20 Construction Specification [remove if not required])
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. None.
23 C. Related Specification Sections include, but are not necessarily limited to:
24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1 — General Requirements
26 3. Section 33 12 25 — Connection to Existing Water Mains
27
28 1.2 REFERENCES
29 A. Reference Standards
30 1. Reference standards cited in this Specification refer to the current reference
31 standard published at the time of the latest revision date logged at the end of this
32 Specification, unless a date is specifically cited.
33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
34 High Voltage Overhead Lines.
35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
36 Specification
37 1.3 ADMINISTRATIVE REQUIREMENTS
38 A. Coordination with the Texas Department of Transportation
39 1. When work in the right-of-way which is under the jurisdiction of the Texas
40 Department of Transportation (TxDOT):
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
1
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
40
41
42
43
0135 13 -2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
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
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
0135 13 -3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 1. During the construction of this project, it will be necessary to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 F. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 f) Name of the City's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 G. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
0135 13 -4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1 b. Prepare flyer on the contractor's letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Project Number
5 3) Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name of the contractor's foreman and phone number
8 6) Name of the City's inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed.
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 H. Coordination with United States Army Corps of Engineers (USAGE)
18 1. At locations in the Project where construction activities occur in areas where
19 USAGE permits are required, meet all requirements set forth in each designated
20 permit.
21 1. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required, meet all requirements set forth in each designated
24 railroad permit. This includes, but is not limited to, provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad's
35 requirements.
36 J. Dust Control
37 1. Use acceptable measures to control dust at the Site.
38 a. If water is used to control dust, capture and properly dispose of waste water.
39 b. If wet saw cutting is performed, capture and properly dispose of slurry.
40 K. Employee Parking
41 1. Provide parking for employees at locations approved by the City.
42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
43 Construction Specification [if required for the project]
44 1. Comply with equipment, operational, reporting and enforcement requirements set
45 forth in NCTCOG's Clean Construction Specification. }
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
0135 13 -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]
i 11QI ZI] Icy I[ON I IQ I
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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
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
01 35 13 -6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
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 Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
1
2
4
Date:
EXHIBIT B
FORT WORTH
DOE NO. xxxx
Project Name:
0135 13 -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)
C630
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH Marine Creek Ranch Section 17
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105363
Revised August, 30, 2013
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Marine Creek Ranch 17
105363
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM 132240/13412/13792
04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
Traffic and Non -traffic area
5/13105
33 05 13
Manhole External Wrap
Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13
(1/8/13)
1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowthe
ASTM 3753
Non -traffic area
08/30/06
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
Water &Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
*
33 05 13
IManhole Frames and Covers
I Westem Iron Works, Bass & Hays Foundry
1001
24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
"
3305 13
Manhole Frames and Covers
Westem Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley It. Works Inc.
A 24 AM
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
GTS-STD
24" dia.
33 05 13
Manhole Frames and Covers
Neenah Casting
24" dia.
10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
7/25/03
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
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
MH1651FWN & MH16502
30" Dia
07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
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
ASSHTO MI 05 & ASTM A536
30" Dia
06/01/17
3405 13
30" Dia. MH Ring and Cover (Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
12/05/23
3405 13
30" Dia. MH Ring and Cover (Hinged & Lockable) CI
SIP Industries
4267WT - Hinged (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lock
.111111
33 OS 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hing
30" Dia.
10/07/21
3405 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*
3305 13
Manhole Frames and Covers
Pont-A-Mousson
Pamoight
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.
Water & Sewer - Manholes & Bases/Precast Concrete
( tev 1/8/13)
*
33 39 10
Manhole, Precast Concrete
Hydro Condurt Corp
SPL Item #49
ASTM C 478
41"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. Inc.
ASTM C-443
48"
09/23/96
33 39 10
Manhole, Precast Concrete
Concrete Product Inc.
48" I.D. Manhole w/ 32" Cone
ASTM C 478
48" w/32" cone
12/05/23
33 39 10
Manhole, Precast Concrete
The Turner Company
72" I.D. Manhole w/ 32" Cone
ASTM C 478
72"
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
Manhole, Opening an at top,
09/0324
33 39 10
Manhole, Precast Concrete
Oldcastle Precast Inc.
Transition Cones
ASTM C 478
48" to 84" LD.
06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Concrete
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
Fortcrra 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
Geneva Pie and Precast 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 39 20
Manhole, Precast Concrete
AmeriTex Pipe and Products, LLC
48" & 61" I.D. Manhole w/32" Cone
ASTM C-443
03/07/23
33 39 20
Manhole, Precast (Reinforced Polymer) Concrete
P3 Polymers, RockHardsep
48" & 60" I.D. Manhole w/32" Cone
04/28/07
Manhole, Precast (Reinforced Polymer) Concrete
Amitech USA
Meyer Polycrete Pipe
Sewer -(WAC) Wastewater Access Chamber 33 39 40
12/29/23
33 39 20
I Wastewater Access Chamber I
Onicksoream Solutions, Inc.
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious
*
E1-14
Manhole Rehab Systems
Ouadex
04/23/01
E1-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
E1-14
Manhole Rehab Systems
AP/M Pe —mom
4/20/01
E1-14
Manhole Rehab System
Strong Company
5/12/03
E1-14
Manhole Rehab System (Liner)
Triplex Lining System
08/30/06
General Concrete Repair
FlexKrete Technologies
Type 8 Maintenace Shaft (P000it)
Relmer MSP
Strong Seal MS2A Rehab System
MH repair product to stop infiltration ASTM D5813
Vinyl Polyester Reparr Product
For use when Sod. MH cannot be
installed due to depth
Misc. Use
* From Original Standard Products List 1
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
(Approval
Spec No.
IClasssification I
Manufacturer
Model No.
National Spec
Size
Water & Sewer
- Manholes & Bases/Rehab Svstems/NonCementitious
05/20/96
E1-14
Manhole Rehab Systems
Sprayrou,
Spray Wall Polyurethane Coating
ASTM D639/D790
12/14/01
Coating for Corrosion protection(Exterior)
ERTECH
Series 20230 and 2100 (Asphatic Emulsion)
Structures Only
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, Sl, S2
Acid Resistance Test
Sewer Applications
8/28/2006
I
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer Applications
33 OS 16, 33 39 10,
RR&C Dampproofing Non-Fibered Spray
For Exterior Coating of Concrete
03/19/18
33 39 20
Coating for Corrosion protection(Exterior)
Sherwin Williams
Grade (Asphatic Emulsion)
Structures Only
Water & Sewer
- Manhole Inserts - Field Onerations Use Only (Rev 2/3/16)
*
33 05 13
Manhole Insert
Knutson Enterprises
Made to Order - Plastic
ASTM D 1248
For 24" dia.
*
3305 13
Manhole Insert
South Western Packaging
Made to Order - Plastic
ASTM D 1248
For 24" dia.
*
33 05 13
Manhole Insert
Nofiow-Inflow
Made to Order - Plastic
ASTM D 1248
For 24" dia.
09/23/96
3305 13
Manhole Insert
Southwestem Packing & Seals, Inc.
Lifesaver - Stainless Steel
For 24" dia.
09/23/96
3305 13
Manhole Insert
Southwestern Packing & Seals, Inc.
TetherLok - Stainless Steel
For 24" dia
Water & Sewer
- Pine Casine Spacers 33-05-24 (07/01/13)
11/04/02
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
Carbon Steel Spacers, Model SI
02/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
Stainless Steel Spacer, Model SSI
04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
Casing Spacers
09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
Stainless Steel Casing Spacer
Up to 48"
09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
Coated Steel Casing Spacers
Up to 48"
05/10/11
Stainless Steel Casing Spacer
Powerseal
4810 Powerchock
Up to 48"
03/19/18
Casing Spacers
BWM
SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
03/19/18
Casing Spacers
BWM
for Non_rressure Pipe and Grouted Casing
03/29/22
33 05 13
Casing Spacers
CCI Pipeline Systems
CSC12, CSS12
Per Manuf
Manufacturers Requirements (Sewer
09/03/24
33 OS 13
Casing Spacers
Raci (Completely HDPE)
8" - 12" (Sewer Only)
Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13)
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Futile Pipe (Bell Spigot)
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
*
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
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coating [s/EDo%v 33-39-60 (01/08/13)
02/25/02
Eooxy Lining System
Sauereisen, Inc
SewerGard 21 ORS
LA County 9210-1.33
12/14/01
Eooxy Lining System
Ertech Technical Coatings
Ertech 2030 and 2100 Series
04/14/05
Interim Ductile Iron Pipe Coating
Induron
Protecto 401
ASTM B-117
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, SIBB, Sl, S2
Acid Resistance Test
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer - Coatinas/Polvurethane
3" thin 24"
4" thin 30"
4" thin 30"
Ductile Iron Pipe Only
Sewer Applications
Sewer Applications
Sewer - Combination Air Valves
05/25/18
33-31-70 1 Air Release Valve
A.R.I. USA, Inc.
D025LTP02(Composite Body)
2"
Sewer - Pioes/Concrete
*
E1-04 Conc. Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
*
E1-04 Conc. Pipe, Reinforced
Hydro Conduit Corporation
Class III T&G, SPL Item #77
ASTM C 76
*
E1-04 Conc. Pipe, Reinforced
Hanson Concrete Products
-hele, #98 Pipe
ASTM C 76
*
EI-04 Conc. Pipe, Reinforced
Concrete Pipe & Products Co. hic.
ASTM C 76
Sewer - Pine Enlar¢ment Svstem (Method)33-31-23 (01/18/13)
PIM System
PIM Corporation
Polyethylene
PIM Corp., Piscam Way, N.J.
Approved Previously
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously
TRS Systems
Trenchless Replacement System
Polyethylene
Calgary, Canada
Approved Previously
Sewer - PiDe/Fiber0ass Reinforced/ 33-31-13(1/8/13)
7/21/97
3331 13 Cent. Cast Fiberglass (FRP)
Hobas Pipe USA, Inc.
Hobas Pipe (Non -Pressure)
ASTM D3262/1)3754
03/22/10
3331 13 Fiberglass Pipe (FRP)
Ameron
Bondstrand RPMP Pipe
ASTM D3262/D3754
04/09/21
3331 13 Glass -Fiber Reinforced Polvmer Pipe (FRP)
Thompson Pipe Group
Thompson Pipe (Flowtite)
ASTM D3262/D3754
ASTM D3262, ASTM D3681,
03/07/23
3331 13 Fiberglass Pipe (FRP)
Future Pipe Industries
Fili—trong FRP
ASTM D4161, AW WA M45
ASTM D3262, ASTM D3517,
09/03/24
3331 13 Fiberglass Pipe (FREI
Superlit Bern,Sanayi A.S.
Superlit FRP
ASTM 3754, AW WA C950
* From Original Standard Products List 2
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
IApprovall Spec No. [Classsification I Manufacturer I Model No. I National Spec I Size
Sewer - Piue/Polvmer Pioe
4/14/05
Polymer Modutied Concrete Pro,
—'to- USA
Meyer Polycrete Pipe
ASTM C33, A276, -11
8" to I Q'l Class V
06/09/10
El-9 Reinforced Polymer Concrete Pipe
US Composite Pioe
Reinforced Polymer Concrete Pioe
ASTM C-76
Sewer - Piues/HDPE 33-31-23(1/8/13),
*
High -density polyethylene pipe
Phillips Dnscopipe, Inc.
Ooticme Ductile Polyethylene Pipe
ASTM D 1248
8"
*
H:gh-densny polyethylene pipe
Plesco Inc.
ASTM D 1248
8"
*
High -density polyethylene pipe
Polly Pipe, Inc.
ASTMD 1248
8"
High -density polyethylene pipe
CSR Hydro Condud/Pioelme Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - P1Des/PVC (Pressure Sewer) 33-11-12 (4/1/131
12/02/11
33-11-1� DR -Id PVC Pressure Pipe
P,pelife Jctstream
PVC Pressure Pipe
AW WA C900
4" thru 12"
10/22/14
33-11-12 DR-14 PVC Pressure Pipe
Royal Budding Products
Royal Seal PVC Pressure Pipe
AW WA C900
4" thru 12"
Sewer - Piues/PVC* 33-31-20 (7/1/13),
*
33-31-20 PVC Sewer Pioe
1-M Manufacturing Co., Inc. (JM Eagle)
SDR-26 (PSI 15)
ASTM D 3034
4" - 15"
12/23/97*
33-31-20 PVC Sewer Pipe
Diamond Plastics Corporation
SDR-26 (PSI 15)
ASTM D 3034
4" thru 15"
*
33-31-20 PVC Sewer Pipe
Lamson Won Pipe
SDR-26 (PSI 15)
ASTM D 3034
4" thru 15"
12/05/23
33-31-20 PVC Sewer Pipe
Vinyltech PVC Pipe
SDR-26 (PSI 15)
ASTM D3034
4" thru 15"
12/05/23
33-31-20 PVC Sewer Pipe
Vinyltech PVC Pipe
Gravity Sewer PS 115
ASTM F 679
18"
*
33-31-20 PVC Sewer P'
1-M Manufacturin\v�Co, Ina (1M Eagle)
PS 115
ASTM F 679
18" - 28"
05/06/05
33-31-20 PVC Solid Wall Pipe
Diamond Plastics Corporation
PS 115
ASTM F-679
18" to 48"
04/27/06
33-31-20 PVC Sewer Fittings
Harco
SDR-26 (PS 115) Gasket Finings
ASTM D-3034, D-1784, etc
4" - 11"
*
33-31-20 PVC Sewer Fittings
Plastic Trends, Inc.(Westlake)
Gasketed PVC Sewer Main Finings
ASTM D 3034
1 3/19/2018
33 3120 PVC Sewer Pipe
Pioelife Jet Stream
SDR 26 (PS 115)
ASTM F679
18"- 24"
1 3/19/2018
33 3120 PVC Sewer PTe
Pioelife Jet Stream
SDR 26
ASTM D3034
4"- 15"
1 3/29/2019
33 3120 Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
33 3120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26
ASTM D3034
4" - 15"
1 10/22/2020
33 3120 PVC Sewer Pipe
Sanderson Pipe Corp.
SDR 26
ASTM D3034
4"- 15"
1 10/21/2020
1
333120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26 PS 115
ASTM F-679
18"-36"
* From Original Standard Products List
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
08/28/02
Double Strap Saddle
Smith Blau
4317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Strap Service Saddle
Mueller Company
DR2S Double (SS) Strap DI Saddle
AWWA C800
1"-2" SVC, up to 24" Pipe
03/07/23
33-12-10
Double Strap Service Saddle
Powerseal
3450AS, Incl. Corp. Stop, Dbl Strap, Stainless
NSF ANSI 372
1"-2" SVC, up to 24" Pipe
10/27/87
Curb Stops -Ball Meter Valves
McDonald
6100M,6100MT & 61 OMT
3/4" and 1"
1.1.7
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 6100M, 610OTM and 6101M
W? and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
5/25/2.1.
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., hic.
L22-77NL
AWWA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
5/25/2018
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-
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., hic.
NL, B22444-WR-NL, L28-44NL
AWWA C800
I,
B-25000N, B-24277N-3, B-20200N-3, H-
AWWA C800, ANSF 61,
5/25/2.1.
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, ANSE 61,
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, H-14276N, H-15525N
ANSI/NSF 372
1-1/2
B-25000N, B-20200N-3,H-15000N, H-
AWWA C800, ANSF 61,
5/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15530N
ANSI/NSF 372
1"
01/26/00
Coated Tapping Saddle with Double SS Straps
JCM Industries, Inc.
#406 Double Band SS Saddle
1"-2" Taps on up to 12"
0/5121/12
33-12-25
Tapping Sleeve (Coated Steep
JCM Industries, Inc.
412 Tapping Sleeve ESS
AWWA C-223
Up to 30" w/12" Out
03/29/22
33-12-25
Tapping Sleeve (Coated or Stainless Steep
JCM Industries, hic.
415 Tapping Sleeve
AWWA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steep
Powerseal
3490AS (Flange) & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tapping Sleeve (Coated Steel)
Romac
FTS 420
AWWA C-223
U p to 42" w/24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steep
Ram.
SST Stainless Steel
AWWA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steep
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
DEW Plastics Inc.
DFW37C-12-1 EPAF FTW
Plastic Meter Box w/Composite Lid
DEW Plastics Inc.
DFW39C-12-1 EPAF FTW
08/30/06
Plastic Meter Box w/Composite Lid
DEW Plastics Inc.
DFW65C-14-IEPAF FFW
Class "A"
Concrete Meter Box
Bass & Hays
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Hays
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Hays
CMB65-B65 1527 LID-9
Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13)
None
Water - Combination Air Release 33-31-70 (01/08/13)
*
E I-11
Combination Air Release Valve
GA Industries, Inc.
Empire Air and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" & 2"
*
E1-11
Combination Air Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
1/2" 1" & 2"
*
E1-11
Combination Air Release Valve
Valve and Primer Corp.
APCO #143C, #145C and #147C
1", 2" & 3"
Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14)
10/01/87
E-1-12
Dry Barrel Fire Hydrant
American -Darling Valve
Drawing Nos. 90-18608, 94-18560
AWWA C-502
03/31/88
E-1-12
Dry Barrel Fire Hydrant
American Darling Valve
Shop Drawing No. 94-18791
AWWA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AWWA C-502
01/12/93
E-1-12
Dry Barrel Fire Hydrant
American AVK Company
Model 2700
AWWA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AWWA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AWWA C-502
-9/24/87
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AWWA C-502
Shop Drawings No. 6461
10/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
ntur
A423 Ceion
AW WA C-502
Shop Drawing FH-12
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)
Water- Pacer WB67
AWWA C-502
08/12/16
33-12-40
Dry Barrel Fire Hydrant
EJ (East Jordan Iron Works)
WaterMaster 5CD250
Water - Meters
02/05/93
E101-5
Detector Check Meter
Ames Company
Model 1000 Detector Check Valve
AWWA C550
4" - 10"
08/05/04
Magnetic Drive Vertical Turbine
Hersey
Magnetic Drive Vertical
AWWA C701, Class 1
3/4" - 6"
* From Original Standard Products List 4
CITY OF FORT WORTH
FORT WORTH.
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
9-3-24
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Piues/PVC (Pressure Water) 33-31-70 (01/08/13)
AWWA C900, AWWA C605,
1.113
33-11-12
PVC Pressure Pipe
Vinylo ch PVC Pipe
DR14
ASTM D1784
4"-16"
AWWA C900, AWWA C605,
12/05/23
33-I1-12
PVC Pressure Pie
Vin (tech PVC Pie
DR18
ASTM D1784
16"-18"
AWWA C900, AWWA C605,
09/03/24
33-I1-12
PVC Pressure Pie
Northern Pie Products
DR14
ASTM D17M
4"-16"
AW WA C900, AW WA C605,
09/03/24
33-1142
PVC Pressure Pipe
Northern Pipe Products
DR18
ASTM D1784
16"-18"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12"
1 3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
16"-24"
1 5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 14
AWWA C900
4"-12"
5/25/2018
33 11 12
PVC Pressure Pipe
Diamond Plastics Corporation
DR 18
AWWA C900
16"-24"
AWWA C900-16
UL 1285
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 14
ANSI/NSF 61
4"-28"
FM 1612
AWWA C900-16
UL 1285
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
ANSI/NSF 61
16"-24"
FM 1612
9/6/2019
33 11 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR18
AWWA C900
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4"- 12"
9/6/2019
33 11 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4"- 12"
Water - PinesNalves & Fittinas/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AW WA C153 & Cl to
*
E1-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittings
AWWA C 110
*
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350
AW WA C 153, C 110, C III
08/11/98
EI-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Fittings, SSB Class 351
AWWA C 153, C 110, C 112
02/26/14
EI-07
MJ Fittings
Accucast
Class 350 C-153 MJ Fittings
AW WA C153
4"-12"
05/14/98
EI-07
Ductile Iron Joint Restraints
Ford Meter Box CoXiii-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36"
05/14/98
EI-24
PVC Joint Restraints
Ford Meter Box Co.fUni-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" 124"
11/09/04
E1-07
Ductile Iron Joint Restraints
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AW WA C111/CI16/C153
4" to 12"
02/29/12
33-11-11
Ductile Iron Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)
AW WA C111/CI16/C153
4" to 42"
02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)
AW WA CI I I/C116/C153
4" to 24"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLCIo
AW WA C111/C153
4" to 10"
03/06/19
33-11-11
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12"
08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One -Lk SLUE
AW WA C111/C153
12" to 24"
08/10/98
E1-07
MJ Fittings(DIP)
Sigma, Co.
Sigma One-Lok SLDE
AW WA C153
4" - 24"
10/12/10
E1-24
Interior Restrained Joint System
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12"
08/16/06
E1-07
Mechanical Joint Fittings
SIP Industries(Serampore)
Mechanical Joint Fittings
AW WA C153
4" to 24"
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
11/07/16
33-11-11
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stargrip Series 3000
ASTM A536 AW WA CI I I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
33-11-11
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
ASTM A536 AW WA CI I I
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
WII-18
33-1141
Mechanical Joint Retamor Glands
SIP Industries(Serampore)
DR14 PVC Pipe
ASTM A536 AW WA CI I I
4 -12
EZ Grip Joint Restraint (EZD) Red for C900
.111-18
33-1141
Mechanical Joint Retaner Glands
SIP Industries(Serampore)
DR18 PVC Pipe
ASTM A536 AW WA C111
16"-24"
* From Original Standard Products List 5
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 9-3-24
Approval
Spec No. [Classsification Manufacturer
Water PiDes & Fittings/Resilient Seated Gate 33-12-20 (05/13/15)
Model No.
National Spec
Size
-
alves
Resilient Wedged Gate Valve w/no Gears
alve*
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
AW WA C515
30" and 36" I
I 08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SO 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)
AW WA C515
16" I
I 10/24/00
E1-26
Resilient Wedge Gate Valve
American Flow Control
Series 2500 (Ductile Iron)
AW WA C515
4" to 12" I
I 08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AW WA C515
42" and 48" I
I 05/23/91
E1-26
Resilient Wedge Gate Valve
Amen— AVK Company
American AVK Resilient Scatted GV
AW WA 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)
AW WA C515
16"
I 01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for 18"-24" (SD 6709)
AW WA 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
E1-26
Resilient Wedge Gate Valve
Clow Valve Co.
AW WA 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
AW WA C515
30" and 36" (Note 3)
11/30/12
Resilient WedgF Gate Valve
Clow Valve Co.
Clow Valve Modal 2638
AW WA C515
24" to 48" (Note 3)
05/08/91
E1-26
Resilient Seated Gate Valve
Stockham Valves & Fittings
AW WA C 509, ANSI 420 - stem,
4" - 12"
I
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Mcm,scal 250, requirements SPL #74
3" to 16"
10/26/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
EJ FImMaster Gate Valve & Boxes
08/24/18
Mateo Gate Valve
Mateo -Noma
225 MR
AW WA/ANSI C115/An21.15
4" to 16"
I
Water - PiDes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
I
I
E1-30
Rubber Seated Butter fly 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
I 1/11/99
E1-30
Rubber Seated Butterfly Valve
Dezurik Valves Co.
AW WA C-504
24" and larger
I 06/12/03
E1-30
Valmatm American Butterfly Valve
Valmatic Valve and Manufacturing Corp.
Valmatic American Butterfly Valve.
AW WA C-504
Up to 84" diameter
I 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 ButterflyValve
G. A. Industries Golden Anderson
AW WA C504 Butter fly Valve
AW WA C-504
09/03/24
33 12 21
Rubber Seated ButterFl Valve
American AVK Com an
AW WA C504 Butterfl Valve Class 250B
AW WA C-504
Water - Polved vlene Encasement 33-11-10 (01/08/13)
I 05/12/05
E1-13
Polyethylene Encasment
Flexsol Packaging
Fulton Enterprises
AW WA C105
8 mil LLD I
I 05/12/05
E1-13
Polyethylene Encasment
Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 mil LLD I
I 05/12/05
E1-13
Polyethylene Encasment
AEP Industries
Bullshong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD I
I 09/06/19
33-11-11
Polyethylene Encasment
Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD I
I
I
I Water - SamDline Station
I
I
09/02/24 1 331250 Water Sampling Station Mueller Water Products, Inc. Model BSS01-36-MUDG2-CSD-NL, Freeze
Proof. Hasp for Locking Access Hatch
Water - Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portable)
10/21/20 Automated Flushing System Mueller Hydrostuard HG2-A-IN--2-PVC-018-LPLG(Perrnanent)
04/09/21 Automated Flushing System Kupfsde Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable)
The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical
Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's
Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water
Yellow Highlight indicates recent changes
* From Original Standard Products List
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
9/9/2022
03 3000
Mix Design
American Concrete Company,
9/9/2022
03 3000
Mix Design
American Concrete Company
9/9/2022
03 30 00
Mix Design
American Concrete Company
9/9/2022
03 30 00
Mix Design
American Concrete Company
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Argos
9/9/2022
03 30 00
Mix Design
Big D Concrete
9/9/2022
03 30 00
Mix Design
Big D Concrete
5/2/2023
32 13 13
Mix Design
Big D Concrete
9/9/2022
03 30 00
Mix Design
Big Town Concrete
9/9/2022
03 3000
Mix Design
Big Town Concrete
9/9/2022
03 30 00
Mix Design
Bronco Texas
9/9/2022
03 30 00
Mix Design
Bronco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 3000
Mix Design
Bunco Texas
9/9/2022
03 3000
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
9/9/2022
03 30 00
Mix Design
Bunco Texas
1/8/2024
03 30 00
Mix Design
Bunco Texas
4/1/2024
03 30 00
.is Design
Bunco Texas
4/1/2024
03 30 00
Mix Design
Bronco Texas
4/1/2024
03 3000
Mix Design
Bunco Texas
4/l/2024
03 30 00
mix Design
Bunco Texas
4/l/2024
03 30 00
Mix Design
Bpmco Texas
4/l/2023
0334 16
Mix Design
Bronco Texas
9/92022
03 30 00
Mix Design
Carder Concrete
9/92022
03 30 00
Mix Design
Carder Concrete
9/92022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Cruder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Carder Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Dow
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 3000
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Charleys Concrete
9/9/2022
03 30 00
Mix Design
Chishohn Trail Redi Mu
9/9/2022
03 30 00
Mix Design
City Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
O1JAF382 1000 psi Concrete Base Material for Trench Repair
40CNF065 4000 psi Concrete for Manholes & Utility Structures
45CAF076 4500 psi Concrete for Hand Placed Paying
D10000001737 4500 psi Concrete for Hand Placed Paying
D10000001791 4500 psi Concrete for Hand Placed Paying
D10000001793 4500 psi Concrete for Hand Placed Paying
D10000001 t03 4500 psi Concrete for Hand Placed Paying
DIOOO0002 t07 4500 psi Concrete for Hand Placed Paying
D10000001273 4500 psi Concrete for Hand Placed Paying
D10000001617 3600 psi Concrete for Machine Placed Paving
D10000008381 4500 psi Concrete for BES Paving
D10000009857 50 psi Flowable Fill - CLSM
D1O000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Chapel Liners, Sidewalks, Driveways, Curb & Gutter
D1O000010435 3000 psi Concrete for Sidewalks, Curbs
D10000015655 3000 psi Concrete an Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
D1000001615 3600 psi Concrete an Inlets, Boxes, Encasement, Blocking
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
D10000001685 4000 psi Concrete for Valve Pads
DIOO00005751 750 Psi Concrete Base for Trench Repair
DIOOO0001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
7SKGRT 3000 psi Concrete for Grouting
14500AE 4500 psi Concrete for High Early Strength Paving
CM14520AE 4500 psi Concrete for Hand Placed Paving
452065-1 4500 psi hand placed paving
450065-1 4500 psi hand placed paving
45U500BG 4500 psi Concrete Mix for Hand Placed Paying, Storm Structures
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
55U120AG 4000 psi Concrete Mix for High Early Strength Paving
30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
30U1O1AG 3000 psi Concrete Mix for Flatwork
30U500BG 3000 psi Concrete Mix for Blacking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Ramps
40U500BG 4000 psi Concrete Mix fm Storm Drain Structures, Driveways, Screen Walls, Collars
36U500BG 3600 psi Concrete Mu fin Llghti9 and Traffic Signal Fomdations
0BY450BA 800 psi Concrete Mix for Base fm�rench Repair
DlY690BF 100 psi Concrete Mix for Flowable Fill
36U502BG / 5.74 Sacks / 3,600 fsi Concrete Mu for Lighting & Traffic Signal Foundations
35U500BG 3500psi Concrete Mu f Crosswalks
30U500BG 3000psi Concrete Mu f Sidewalks
09Y450BA Grout
OIY690BF 100 ��jj i Concrete Mix to' Flowable Fill
lIU120AG 450ilpsi Concret Mix for 1lg�Early Strength 3000psina, 3 days
IOYH50BF 1000 psi Concrete Base Material f Trench Repair
FWCC602021 4500 psi concrete fin Hand Placed Paving
FWCC552091 3600 psi fr Machine Placed Paving
FWCC602091 3600 psi far Machine Placed Paving
FWCC359101 Flowable Fill - CLSM
FWFF237501 Flowable Fill - CLSM
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
FWCC502021 3500 psi concrete fin Sidewalks, Driveways, Ramps, Crib & Gutter
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
4142 3600 psi Concrete an Curb Inlets, Junction Boxes
4518 4000 psi Concrete for Headwalls, Wingwals
5167 3600 psi Concrete Mix for Machine Placed Paving
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
4502 3000 psi Concrete Mix f Sidewalks
3759 3000 psi Concrete Mix f Sidewalks
1502 150 phi Cwcrete f Flowable Fill-CLSM
1518 150 Psi Concrete for Flowable Fill-CLSM
5642 4000 psi Concrete fin Storm Drain Structures
6595 5000 psi Concrete Mix for Early Strength Paving
6589 4500 1 Concrete Mix for arly Strength Paving
C13020AE �i000 prsi Concrete for Driveways, Curb & Gutter
11-350-FF 50-15 psi Concrete for Flowable Fill-CLSM
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
Cooerefe(Connnued)
9/9/2022
03 3000
Mix Design
City Concrete Company
30HA251I 3000 psi Concrete for Rip -Rap
9/9/2022
03 3000
Mix Design
City Concrete Company
30HA201I 3000 psi Concrete Mix for Blacking, Sidewalks, Flatwork, Pads
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25➢ 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
City Concrete Company
50QG251[ 3600 psi Slurry Displaced Drilled Shaft
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NA201I4500 pat Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
City Concrete Company
36JAOOI13600 psi Concrete Mix for Machine Placed Paying
9/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
11/16/2022
03 30 00
Mix De iga
City Concrete Company
CLNG2511 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
5/5/2023
03 30 00
Mix D.um
City Concrete Company
CCNA25OAG 3600 psi Concrete for Drilled ShaOsLighting and Traffic Signal Foundations
5/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
0334 13
Mix D-go
Cow Town Reda Mix
9 70 psi Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Cow Town Reda Mix
9-5-2 70 psi Flowable Fill - CLSM
9/9/2022
0334 13
Ma Deama
Cow Town Reda Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Cow Town Reda Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
230-8 750 psi Concrete Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
330-58 750 psi Concrete Base Material for Trench Reparr
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaning Walls
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
260-1 3600 psi Concrete Mix for Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
370-NC 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
370-lNC 5000 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
375-NC 5000 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mrx
255-2 3000 psi Concrete Mix for (Nets, Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
257 3600 psi Concrete max for Valley Gutters
11/14/2022
32 13 13
Mix Design
Cow Town Reda Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
33 13 13
Mix Design
Cow Town Reda Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
3413 13
Mix Design
Cow Town Reda Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
35 13 13
Mix Design
Cow Town Reda Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
255 3500 psi Concrete Mix for Flotwork, Inlets, Thrust Blocking Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Reda Mix
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs-TXDOT Class S-No Fly Ash
9/9/2022
03 30 00
Mix Design
Cow Town Redr Mix
357 3600 psi Concrete Mix for Valley Gutters
5/l/2024
03 30 00
Mix Design
Cow Town Redr Mix
360-2DS 3600psi Concrete Mix for TXDOT Class C Drilled Shafts
6/21/2023
03 30 00
Mix Design
Cow Town Redr Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1/18/2023
03 30 00
Mix Design
Cow Town Redr Mix
380-NC 4500 psi Concrete for HES Paying
1/29/2024
34 13 13
Mix Design
Estrada Ready Mix
4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi @ 3-day) Concrete for HES Paying
1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, and Manholes
1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts
1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R4060AEWR / 6.00 Sacks / 4,000 psi CQQperete for B gQQ Slabs, Top Slabs, and Approach Slabs
2/6/2024
32 13 13
mix Design
Estrada Ready Mix
ac6
TD3655AEWR / 5.50 Sacks / 3,600 psi i, ner( for me Placed Paving
1/29/2024
32 13 13
Mix Design
Estrada Ready Mix
R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving
2/21/2024
03 30 00
Mix Design
Estrada Ready Mix
R36575AEWR / 5.76 Sacks / 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Dram Structures
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHVS 4000 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paying
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
higram Concrete & Aggregates
2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
higram Concrete & Aggregates
16IPS5EM 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
Cooere4e(Con inued)
4/7/2023
03 3000
mix Design
Ingram Concrete & Aggregates
1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 3000
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Ina
1261 3000 psi Concrete Mix for Sidewalks
9/9/2022
4 30 00
Mix Design
Holcrm - SOR, Ina
2125 4500 psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Ina
1701 4000 psi Concrete Mix for Storm Dram Structures, Sanitary Sewer Manholes, Junction Box
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
12/15/2022
3 30 00
Mix Design
Holcrm - SOR, hie.
3741 100 psi concrete for flowable fill/CSLM
9/9/2022
04 30 00
Mix Design
Holcrm - SOR, hie.
5017 200 psi Concrete for Base Material for Trench Repair
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, hie.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, hie.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
12/5/2022
4 30 00
Mix Design
Holcrm - SOR, hie.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
4/2/2024
3 30 00
Mix Design
Holcrm - SOR, Inc.
5940 3600psi Concrete for Machine Placement
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
4/2/2024
03 30 00
MixDesign
Holcrm - SOR, Inc.
5940-1 4000psi Concrete f Hand Placement
9/9/2022
03 30 00
Mix Design
Holcrm - SOR, hie.
1551 3000 psi Concrete Mix for Blocking
4/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
4/27/2023
03 30 00
Mix Design
Liquid Stone
C361DNFA 3,600 psi Concrete for Remaining wall, driveway, junction box apron, approach
4/7/2023
03 30 00
Mix Design
Liquid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1/24/2023
03 30 00
Mix Design
Liquid Stone
C45IDHR-A 4500psr Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blacking & Encasement
9/9/2022
03 30 00
Mix Design
Martin Manetta
FLOW25A 50 psi Concrete for Flowable Fi1VCLSM
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
9/9/2022
03 30 00
Mix Design
Martin Manetta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141N27 4,000 psi Concrete for Machine Placed paving
11/2/2022
3213 13
Mix Design
Martin Marietta
Q2141K30 4,000 psi Concrete for Machine Placed Paving
11/2/2022
3213 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
11/15/2022
34 13 13
Mix Design
Martin Marietta
R2146P36 4,500 psi Concrete for Hand Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Wets, Manholes, Headwalls
11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Wets, Manholes, Headwalls
11/2/2022
32 13 13
Mix Design
Martin Marietta
R214IN24 4,000 psi Concrete for Sidewalks and Ramps
11/2/2022
32 13 13
Mix Design
Martin Marietta
R214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Storm Drum Structures
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
4/1/2023
32 1320
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Riprap
4/7/2023
32 1320
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
4/7/2023
32 13 13
Mix Design
Matra Marietta
R2161K70 6,000 psi (3,000 psi (o, 24 his.) for HIS Paving
4/1/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining Walls
5/22/2023
32 13 13
Ma Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving
4/1/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete f Ripmp
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
Cooerete(Con inued)
5/3/2023
03 3000
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
6/1/2023
32 1320
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
6/1/2023
32 1320
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations
6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations
8/4/2023
03 30 00
Mix Design
Martin Marietta
U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases.
8/4/2023
03 30 00
Mix Design
Martin Marietta
R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
8/4/2023
32 1320
Mix Design
Martin Marietta
R2141R24 / 5.53 / 4,000 psi Concrete for location Box, Box Culvert, Sidewalks and Ramps.
8/4/2023
03 30 00
Mix Design
Martin Marietta
R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls
8/4/2023
32 13 13
Mix Design
Martin Marietta
R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paying
8/30/2023
03 30 00
Mix Design
Martin Marietta
R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls
8/4/2023
32 13 13
Mix Design
Martin Marietta
Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paying
11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes
11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix far CIP Sewer Manholes.
12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
12/22/2023
32 13 13
MixDesign
Martin Marietta
R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix f Hand Placed Paying
9/9/2022
32 13 20
Mix Design
NCS Reds Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalk
9/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix I Curb Inlets
9/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-NY 3000 psi Concrete Mix f Curb Inlets
9/12/2023
03 30 00
Mix Design
NBR Ready Mix
CLS Pl-YY / 6.00 Sack / 4,000 psi Concrete for Collins, Manholes, Box Culverts
10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A-YY / 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A -NY/ 5.00 Sack / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF-YY / 5.50 Sack / 3,600 psi Concrete for Machine Placed Paying
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF -NY 5.50 Sack / 3,600 psi Concrete for Machine Placed Pavmg
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-YY / 6.50 Sack / 4,500 psi Concrete for Hand Placed Paying
10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-NY / 6.50 Sack / 4,500 psi Cornm a for Hand Placed Paving
10/4/2023
0334 13
Mix Design
NBR Ready Mix
FTW FLOW FILL / 150 psi concrete for Plowable
4/15/2024
03 3000
Mix Design
NBR Ready Mix
TX S-NY / 5.50 Sack / 4000psi Concrete Mix for Class S Slab Paying - No Fly Ash
4/15/2024
03 30 00
Mix Design
NBR Ready Mix
TX S-YY / 4.50 Sacks / 4000psi Concrete Mix for Class S Slab Paying
10/4/2023
32 1320
Mix Design
NBR Ready Mix
TX E-NY / 470 Sack / 3000psi Concrete for Sidewalks, Thrust, Curbs, CIP
4/15/2024
03 30 00
Mix Design
NBR Ready Mix
F0020022 / 2.5 Sack / 150pst Concrete for Flow Fill
7/10/2023
03 30 00
Mix Desgg
Osbum
30A50MR / 5 SK / 3,000 psi Concrete for Sidewalk
7/10/2023
32 13 13
Mix Design
Osburn
45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paying
1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320ABP 4500 psi Concrete for Hand Placed Paying
1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
9/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
9/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ11524 3000 psi Concrete Mix far Curb & Gutter
9/9/2022
03 34 13
Mix Design
Redi-Mix
FOC10021 215 psi Flowable Fill - CLSM
9/9/2022
03 30 00
Mix Design
Redi-Mix
l OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Redi-Mix
l OJ11504 3000 psi Concrete Mix for Sidewalks
9/9/2022
03 30 00
Mix Design
Redi-Mix
1 OL11504 / 6.00 Sack / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes
9/9/2022
03 30 00
Mix Design
Redi-Mix
IOL11524 / 6.00 Sack / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
9/9/2022
03 30 00
Mix Design
Redi-Mix
IRJ11524 3500 psi Concrete Mix for Thrust Block, Valve Pads
9/29/2022
03 30 00
Mix Design
Redi-Mix
IOL21524 4000 psi Concrete Mix for Manholes
9/9/2022
03 30 00
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast-m-Place Storm Drum Structures
9/9/2022
03 30 00
Mix Design
Redi-Mix
IOL115E4 3600 psi Concrete Mix for Bridge substitictures
9/9/2022
03 30 00
Mix Design
Redi-Mix
156115D4 4000 psi Bridge Slabs
9/9/2022
0334 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Redi-Mix
FOD138 VM 100 psi Flowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Redi-Mix
I OR 1554 3000 psi Concrete Mix for Rip -Rap
9/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix f Trench Repair Base Material
9/9/2022
03 3000
Mix Design
Redi-Mix
1 OKI 1524 3600 psi Concrete Mix for Encasement
9/9/2022
03 30 00
Mix Design
Redi-Mix
1 OKI 1507 4500 psi (2600 psi to, 24 his.) Concrete Mix for HES Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
1 OKI 1504 5000 psi (3600 psi to, 2 days) Concrete Mix for HES Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
50KI 1524 3600 psi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OMI 15D4 4500 psi Concrete Mix for Hand Placed Paying, Storm Dram Structures
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11524 4500 psi Concrete Mix for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
Redi-Mix
1OM11504 4500 psi Concrete Mix for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
Redi-Mix
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Smartmes
11/2/2022
03 30 00
Mix Design
Redi-Mix
145P25P4 4500 psi Concrete for Storm Drain Structures
12/5/2022
03 30 00
Mix Design
Redi-Mix
IOKI 15C4 3500 psi Concrete for Thrust Block, Valve Pads
12/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for COP Storm Dram Structures
12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OL115C4 3600 psi Concrete for Manhole, htlet, Junction Box, Headwall
5/15/2023
03 30 00
Mix Design
Redi-Mix
80LI 15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
5/15/2023
03 30 00
Mix Design
Redi-Mix
ION115136 Slurry Displacement Shafts, Underwater Drilled shafts
9/9/2022
0334 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalk and Ramps, Curb & Gutter
9/9/2022
0334 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete far Headwalls, Retaining Wall, Collars
9/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete f Machine Placed Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
Cr—a'(Con inued)
9/9/2022
03 3000
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paying
9/9/2022
03 3000
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving
9/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
9/9/2022
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
2/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 pat Concrete for Hand Placed Paying
4/l/2024
03 30 00
Mix Design
SRM Concrete
906 400psi Concrete for Flowable Fill
4/l/2024
03 30 00
Mix Design
SRM Concrete
904 150pat Concrete for CLSM Trench Repair
4/l/2024
03 30 00
Mix Design
SRM Concrete
910 150pst Concrete for CLSM
4/l/2024
03 30 00
Mix Design
SRM Concrete
45050 4500psi Concrete
5/5/2023
03 30 00
Mix Design
SRM Concrete
D100008553CB 4,000 psi Concrete for Bdudge Approach Slab, Deck Slab
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60ABP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020ABP 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AEP 4500 psi Concrete Mix for Hand Placed Paying
9/9/2022
03 30 00
MixDesign
Tarrant Concrete
FW7520AMR 4500 (3000 psi 3-days) psi Concrete HES Paying
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi (07, 3-days) psi HES Paying
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AMP 3600 psi Concrete for Machine Placed Paving
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
9/9/2022
0334 13
Mix Design
Tarrant Concrete
l WFF150CLSM 50-150 psi plowable Fill - CLSM
9/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF275 50-150 psi plowable Fdl - CLSM
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Stotm Dram Structures
10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
9/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
9/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paying
9/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.2301 3000 psi Conner Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paying
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paying
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
True Grit Redt Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
11/30/2023
32 13 13
Mix Design
Wildcatter Redi-Ma
3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving
11/20/2023
32 13 13
Mix Design
Wildcatter Redi-Ma
4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving
11/20/2023
03 30 00
Mix Design
Wildcatter Redi-Ma
3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for and Inlets
4/l/2024
033000
Mix Design
Wildcatter Redi-Mix
QSi{d(ewaplkks
e Mix to F
517 Sacks
11/30/2023
03 30 00
Mix Design
Wildcatter Redt-Ma
4020AI / 6.00 Sacks / 4,000 psi Concrret Mix for 3�idewalks anri (ir)ets
9/9/2022
03 30 00
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
A4Qp�lt Pavi`E
9/9/2022
32 12 16
Ma Design
Austin Asphalt
FT5D137965 PG64-22 Two D Fine Surface
9/9/2022
32 12 16
Mix Design
Austin Asphalt
DA513135965 PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FT5B117965 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FTIBI39965 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Austin Asphalt
FT1B117.2 PG64-22 Type B Fine Base
5/l/2024
32 12 16
Mix Design
Reynolds Asphalt
340-DG-B PG64-22 Type B Base Course
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
11/20/2023
32 12 16
Mix Design
Reynolds Asphalt
21OLD PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mix Design
Surmount Paying
341DV6422 PG64-22 Type D Fine Surface
11/26/2022
32 12 16
Mix Design
Surmount Paying
340DV6422 PG64-22 Type D Time Surface
12/5/2022
33 12 16
Mix Design
Surmount Paying
3076BV6422 PG62-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Surmount Paying
34 1 -BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Time Base
9/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Time Base
9/9/2022
3212 16
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Time Surf
9/9/2022
32 12 16
MrxDesign
TXBIT
29-222475-19 PG64-22 Type D Fme Surf
9/9/2022
32 12 16
Mix Design
TXB1T
1-222475-20 PG64-22 Type D Fme Surf
9/9/2022
32 12 16
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fme Surf
9/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fme Surf
4/1/2024
lit 12 16
Mix Design
YkBIT
344 MAC-SP-D 70-22YR SAC A-R Type D Fine Surface
Detectable W����q� Surface
9/9/2022
321320
DWS-Pavers
Pine Hall Brick (Winston Salem, NC)
Tactile Pavers
9/9/2022
321320
DWS-Pavers
Western Brick Co. (Houston, TX)
Detectable Warning Pavers
9/9/2022
321320
DWS-Composite
Engineered Plastics, Inc.(Williamsville, Armor Tile
9/9/2022
32 1320
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
4/7/2023
321320
DWS-Pavers
ADA Solutions( Wilmington, MA)
Detectable Warning Pavers
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
Silicone Joint Sealant
9/9/2022 32 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, SiIrene Joint Sealant FTM D1193
9/9/2022 32 13 73 joint Sealant Tremco go
-Cold Applied, Single Component, Silicone Joint Sealant TMD5893
9/9/2022 32 1373 joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant TMD5893
9/9/2022 32 13 73 Joint Sealant Crafco RoadBaver SilicweCold Applied, Single Component, Silicone Joint Sealant TM D5893
Utili�% Trench Embedment Sand
9/9/2022
133 US 10
1 Embedment Sand
Silver CreekMatedals
Utility Embedment Sand
ASTM C33
9/9/2022
13305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
9/9/2022
13305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
33 OS 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/9/2022
33 05 10
Embedment Sand
Ti. Top Martin Mariana
Utility Embedment Sand
ASTM C33
Storm Sewer -
Manholes & Bases/Frames &
Covers/Staodard (Round) 33-05-13
9/28/2018
33 05 13
Manhole Frames "rd Covers
AccuCast (Gowvl Steel Comp.W, LTD)
MHRC #220605 (Size **24" Dia)
ASTM A48 AASHTO M306
912.018
33 05 13
Manhole Cover
Neenah Foundry
NF-1274-T91 (Size - 32" Dia.)
ASTM A48 AASBTO M306
9/28/2018
33 05 13
Manhole Fames and Covers
Neenah Foundry
NF-1743-LM (Hinged) (Size - 32" Dia.)
ASTM A48 AASBTO M306
9/28/2018
3305 13
Manhole Fame
Neenah Foundry
NF-1930-30 (Size - 32.25" Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-HV (Size - 32"Dia.)
ASTM A48 AASBTO M306
4/3/2019
33 05 13
Manhole Frames and Covers
SIP Industries++
2279ST (Size - 24" Dia.)
ASTM A48 AASHTO M306
4/3/2019
33 05 13
Manhole Frames and Covers
SIP Industries++
2280ST (Size - 32" Dia.)
ASTM A48 AASHTO M306
10/8/2020
33 05 l3
Manhole Frames and Covers
EJ ( Formally East Jordan Iron Works)
EJ1033 Z2/A (Size - 32 25"Dia.)
ASTM A536 AASBTO M306
**Noh: Agnew
development and new insmQatisn mankole Qds slier)
meee We minimum Jd-inch opening requireinene err speehed in Ctiry Spxifrrodon 33 05I3. Any swalier opening sizes wtll only be dbwed far eaisdng manhaks ehae require repWremenl flames and rovers
Storm Sewer -
later & Structures 33-05-13
10/8/2020
33 49 20
Curb Wets
Funnier
FRT-I00405-PRECAST** (Size - 10' X 3)
ASTM C913
10/8/2020
33 49 20
Curb Inlets
Forterrra
FRT-IOx3-406-PRECAST** (Size - BYX 39
ASTM C913
10/8/2020
334920
Curb latets
Fun=
FRT-IOx4.5407-PRECAST**(Size-BYX 4.5"
ASTM C913
10/8/2020
334920
Curb Inlets
Fonenra
FRT-IOx4.S-02`nn0{pp-P����RE`�pp,sCG`GASTTTPQ**pye(Size-10'X 4.5)
AS C913
10/8/2020
333920
Manhole
Fortenra
FRT-4X4-0�-PRESASj-BASESiSize44'X41
ASTM C913
10/8/2020
333920
Manhole
Fortenra
FRT-SX5.419- ps TP (Size-5'X 5)
ASTM C913
10/8/2020
333920
Manhole
Forte—
FRT-SX5-410-� A-BA��(Size-5'X5)
ASTM C913
10/8/2020
333920
Manhole
Forocron
FRT-6X6-411-PRECAST-TOP(Sin -6'X 69
ASTM C913
10/8/2020
333920
Manhole
Fortema
FRT-6X6.4 -PRECAST-BASH (Size - 6' X 6)
ASTM C913
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG10X3405-PRECAST INLET** (Size - 10' X 3�
ASTM 6l5
3/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG l5X3405-PRECAST INLET** (Size - 1T X 31
ASTM 6l5
3/19Y22021
33 49 20
Curb Inlets
Thompsw Pipe Group
TPG20X3405-PRECAST INLET** (Size - 20' X 71
ASTM 6l5
3/19Y102 L
33 39 20
Manhole
Thompson Pipe Group
TPG4X4409-PRECAST TOP (Size - 4' X 41
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG4X4409-PRECAST BASE (Size - 4' X 49
ASTM 6l5
3/19/2021
333920
Manhole
Thompson Pipe Group
TPG4X4412-PRECAST 4-FT RISER (Size -TX41
ASTM 6l5
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG5X5410-PRECAST TOP (Size - T X 5)
ASTM 6l5
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG5X5410-PRECAST BASE (Size - 5' X 59
ASTM 6l5
3/19/2021
33333910
Manhole
Thompson Pipe Group
TPG5X5412-PRECAST 5-FT RISER (Size - 5' X 59
ASTM 6l5
3/19/2021
39 20
Man hole
Thompson Pipe Group
TPG6X641 t-PRECAST TOP (Size - 6' X 61
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG6X6.4 l-PRECAST BASE (Size - 6' X 6�
AS 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6412-PRECAST 6-PT RISER (Size - 6' X 61
AS 615
3/19/2021
333920
Manhole
Thompson Pipe Group
TPG-7X7-01l-PRECAST TOP (Size - TX 73
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X74I I -PRECAST BASE (Size - TX 71
AS 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7412-PRECAST 4-FT RISER (Size - T X 71
ABTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-011-PRECABT TOP (Size - 8' X 8')
ASTM 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X1411-PRECAST BASE (Size - 8' X"
AS 615
3/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-012-PRECABT 5-FT RISER (Size - 8' X 81
ASTM 615
3/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG4X4408-PRECABT INLET (Size - 4' X 4�
ABTM 615
3/19/2021
334920
Drop Inlet
Thompson Pipe Group
TPG-SX5408-PRECABT INLET (Size - 5' X 5�
ABTM 615
3/19/2021
33 49 20
DroQQ Inlet
Thump son Pipe Group
TPG-6X6408-PRECAST INLET (Size - 6' X 61
AS 615
8/28/2023
33 49 10
Manhole
Oldeastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 49
ASTM C478
8/28/2023
33 49 10
Manhole
Oldenad
Precast 5' x 8' Storm Junction Box (Size - 5' X 8�
ASTM C478
8/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Stovn Junction Box (Size - 4' X 4lj
ASTM C478
1/18/2023
33 49 l0
Manhole
Oldcaad
Precast 5' x 5' Stovn Junction Box (Size - 5' X 5�
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldcmtle
Precast 6' x 6' Stovn Junction Box (Size - 6' X 611
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldeastle
Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8)
ASTM C478
8/28/2023
33 49 l0
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8�
ASTM C4478
8/28/2023
3349 l0
Manhole
Rinker Materials
Reinforoed 48" Diameter Spread Footing Manhole (Size - 4' X 4)
ASTM CA33
8/28/2023
33 39 20
Curb Inlet 10'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 15'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
333920
Curb Inlet 20'. 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
1/12/2024
33 49 20
Drop Inlet
AmadTex Pipe &Products
Drop hilt: (4' X 43
ASTM C913
1/12/2024
33 49 20
Drop later
AmeriTex Pipe &Products
Dropla (5' X 51
AsC913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 4k4' Storm junction Box
ASTM C913
1/19/2024
334920
Manhole
AmeriTex Pipe &Products
Precast 5k5' Storm Join= Be.
ASTM C913
1/19/2024
33492 20
Manhole
AmeriTex Pipe &Products
5' Precast Tansition MH (4' MH on the top of 5' JB)
ASTM C913
1/19/2024
334920
Manhole
AmeriTex Pipe &Products
Precast 6k6' Storm knetion Be,
ASTM C913
1/19/2124
3334992 0
Manhole
AmeriTex Pipe &Products
6' Precast Tansitiou MH (4' MH on the top of 6' JB)
AsC913
1/19/2024
3420
Manhole
AmeriTex Pipe &Pmducte
Precast 8k8' Stomr Junction Box
ASTM C913
1/19/2024
3 49 20
334920
Manhole
Ano-Tex Pipe &Products
8' Precast Tansition MH (4' MH on the top of 8' JB)
ASTM C913
1/19/2024
**Nor,: Pee-casf
33 49 20 Manhole —m Tex Pipe &Products TYve C Storm Drain Manhole 0. Be. (4' MH on the tot` f RCBI
at" see appoved for the �g, l portion afM, snuef ffi@ ' l only. Sorge l[pordon fine snurlure are r,,ocd ro b case i &ce Na ercepti— IN, requvemenf shill be aQowed
ASTM C913
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 05/16/2024
§corm Sewer -pipes & Boxes 33-05-13
I
4/9/2021 33 41 13
Storm Drain Pipes
Advansed Drainage System, 0x (ADS)
ADS BP Storm Polvpmmlene (PP) Pipe (Size - 12" - 60")
ASTM P2881 & AASH M330 I
8/28/2023 3349 10
Storm Drain Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655 I
8/28/2023 3349 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze - Various)
ASTM C789, C850 I
10/12/2023 3341 10
Storm Drain Pipes
AmmTex Pipe &Products
Reinforced Concrete Pipe Tongue and Groove Joint Pipe- (Size - 15" or larger)
ASTM C76, C506 I
10/12/2023 3441 10
Culvert Box
AmmTex Pipe &Products
Reinforced Concrete Box Culvert (size - Various))
ASTM C1433,C1577 I
10/18/2023 3541 10
Storm Drain Pipes
The Turner Co.
Reinforced Concete Pipe Tongue and Groove Joint Pipe- (Size - 15"or larger)
ASTM C76, C506 I
10/18/2023 364110
Calvert Box
The Turner Co.
Reinforced Concrete Box Culvert, (sin -Various)
ASTM C 1433,C1577 I
CITY OF FORT WORTH
FORT WORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
IApprovall
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
I 07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM 132240/13412/13792
I 04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
I 04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
I 1126199
33 05 13
HOPE Manhole Adjustment Rings
Ladtech, Inc
HDPE Adjustment Ring
Traffic and Non -traffic area
I 5/13105
33 05 13
Manhole External Wrap
Canusa - CPS WrapidSeal
Manhole Encapsulation System
I
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
I
I 1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowthe
ASTM 3753
Non -traffic area
I 08/30/06
I
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
I
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
I33
05 13
IManhole Frames and Covers
I Westem Iron Works, Bass & Hays Foundry
1001
24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
"
3305 13
Manhole Frames and Covers
Westem Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
3305 13
Manhole Frames and Covers
McKinley It. Works Inc.
A 24 AM
24" Dia.
I 08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
I 08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
I33
05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
I33
05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
I33
05 13
Manhole Frames and Covers
Pont-A-Moreson
GTS-STD
24" the.
I33
05 13
Manhole Frames and Covers
Neenah Casting
24" the.
I 10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
I 7/25/03
3305 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
I 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.
I 11/02/10
3305 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH165IFWN & MH16502
30" Dia
I 07/19/1 t
3305 13
30" Dia. MH Ring and Cover
Star Pipe Products
NIH32FTWSS-DC
30" Dia
I 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
ASSFITO MI 05 & ASTM A536
30" Dia
I 06/01/17
3405 13
30" Dia. MH Rine and Cover (Lockable) CI
SIP Industries
2280 (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FTW, Composite, w/ Lock
09/16/19
33 05 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hing
30" Dia.
10/07/21
34 O 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames &
Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
*
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
Pamtight
24" Dia.
*
33 05 13
Manhole Frames and Covers
Neenah Casting
24" Dia.
*
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.
Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13)
*
33 39 10
Manhole, Precast Concrete
Hydro Condurt Corp
SPL Item -1
ASTM C 478
48"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. Inc.
ASTM C-443
48"
12/0S/23
33 39 10
IManhole, Precast Concrete
The Tumer Company
72" I.D. Manhole w/ 32" Cone
ASTM C 478
72"
OS/08/18
33 39 10
Manhole, Precast Concrete
The Turner Company
48", 60" I.D. Manhole w/ 32" Cone
ASTM C 478
48", 60"
I 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 I
I 06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Concrete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
48" to 72" I
I 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" I
I 10/07/21
32 39 20
Manhole, Precast Concrete
Forterra Pipe and Precast
48" I.D. Manhole w/32" Cone
ASTM C-77
48" I
I 10/07/21
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
Armon-k
48" & 60" I.D. Manhole w/32" Cone
48" & 60" I
I 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 I
ASTM C-478; ASTM C-923;
-1/07/23
33 3920
Manhole, Precast Concrete
AmeriTex Pipe and Products, LLC
48" & 60" I.D. Manhole w/32" Cone
ASTM C-443
I 03/07/23
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
P3 Polymers, RockHardscp
48" & 60" I.D. Manhole w/32" Cone
I
I 04/28/07
Manhole, Precast (Reinforced Polymer) Concrete
Amiteeh USA
Meyer Polycrete Pipe
I
I
I
I Sewer -(WAC) Wastewater Access Chamber 33 39 40
I
I
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious
IE1-14
Manhole Rehab Systems
Ouadex
I 04/23/01
E1-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Relmer MSP
E1-14
Manhole Rehab Systems
AP/M Permaform
I 4/20/01
E1-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
I 5/12/03
E1-14
Manhole Rehab System (Liner)
Triplex Lining System
MH repair product to stop infiltration ASTM D5813
I08/30/06
I
General Concrete Repair
FlexKrete Technologies
Vinyl Polyester Reparr Product Misc. Use
I
* From Original Standard Products List 1
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
(Approval
Spec No.
IClasssification I
Manufacturer
Water & Sewer
- Manholes & Bases/Rehab Svstems/NonCementitious
05/20/96
E1-14
Manhole Rehab Systems
Spravrog,
12/14/01
Coating for Corrosion protection(Exterior)
ERTECH
01/31/06
Coatings for Corrosion Protection
Chesterton
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
33 01 16, 33 39 10,
03/19/18
33 39 20
Coating for Corrosion protection(Exterior)
Sherwin Williams
Water & Sewer
- Manhole Inserts - Field Onerations Use Only (Rev 2/3/16)
*
33 05 13
Manhole Insert
Knutson Enterprises
*
3305 13
Manhole Insert
South Western Packaging
*
33 05 13
Manhole Insert
Nofiow-Inflow
09/23/96
3305 13
Manhole Insert
Southwestem Packing & Seals, Inc.
09/23/96
3305 13
Manhole Insert
Southwestern Packing & Seals, Inc.
Water & Sewer
- Pine Casine Spacers 33-05-24 (07/01/13)
11/04/02
Steel Band Casing Spacers
Advanced Products and Systems, Inc.
02/02/93
Stainless Steel Casing Spacer
Advanced Products and Systems, Inc.
04/22/87
Casing Spacers
Cascade Waterworks Manufacturing
09/14/10
Stainless Steel Casing Spacer
Pipeline Seal and Insulator
09/14/10
Coated Steel Casin Spacers
Pipeline Seal and Insulator
05/10/11
Stainless Steel Casing Spacer
Powerseal
03/19/18
Casing Spacers
BWM
03/19/18
Casing Spacers
BWM
03/29/22
3305 13
Casing Spacers
CCI Pipeline Systems
Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13)
Model No. National Spec
Spray Wall Polyurethane Coating ASTM D639/D790
Series 20230 and 2100 (Asphatic Emulsion)
Arc 791, S1BB, Sl, S2 Acid Resistance Test
S-301 and M-301
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
Made to Order -
Plastic ASTM D 1248
Made to Order -
Plastic ASTM D 1248
Made to Order -
Plastic ASTM D 1248
Lifesaver - Stainless Steel
TetherLok- Stainless
Steel
Carbon Steel Spacers, Model SI
Stainless Steel Spacer, Model SSI
Casing Spacers
Stainless Steel Casing Spacer
Coated Steel Casin Spacers
4810 Powerchock
SS-12 Casing Spacer(Stainless Steel)
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_rressme Pipe and Grouted Casing
CSC12, CSS12
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell-Tite Ductile Iron Pressure Pipe,
AW WA C150, C151
08/24/18
33 11 10 Ductile It. Pipe
American Ductile Iron Pipe Co.
American Futile Pipe (Bell Spigot)
AW WA C150, C151
08/24/18
33 11 10 Ductile Iron Pipe
American Ductile Iron Pipe Co.
American Flex Ring (Restrained Joint)
AW WA C150, C151
*
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
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13)
02/25/02
Epoxy Lining System
Sauereisen, Inc
SewerGard 21ORS
LA County #210-1.33
12/14/01
Epoxy Lining System
Enech Technical Coatings
Ertech 2030 and 2100 Series
04/14/05
Interior Ductile Iron Pipe Coating
Induron
Protean 401
ASTM B-117
01/31/06
Coatings for Corrosion Protection
Chesterton
Arc 791, S1BB, Sl, S2
Acid Resistance Test
8/28/2006
Coatings for Corrosion Protection
Warren Environmental
S-301 and M-301
Sewer - Coatin¢s/Polvurethane
Updated:12/29/2023
Size
Structures Only
Sewer Applications
Sealer Applications
For Exterior Coating of Concrete
Structures Only
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia.
For 24" dia
Up to 48"
Up to 48"
Up to 48"
3" fl m 24"
4" thm 30"
4" thm 30"
Ductile Iron Pipe Only
Sewer Applications
Sealer Applications
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve
A.R.I. USA, Inc.
D025LTP02(Composite Body)
2"
Sewer - Pines/Concrete
* E:- Conc. Pipe, Reinforced
Wall Concrete Pipe Co. Inc.
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Hydro Conduit Corporation
Class III T&G, SPL Item #77
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Hanson Concrete Products
- - - -, -
ASTM C 76
* E I-04 Conc. Pipe, Reinforced
Concrete Pipe & Products Co. Inc.
ASTM C 76
Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13)
PIM System
PIM Corporation
Polyethylene
PIM CorP.. Piscata WaY, N.J.
Approved Previously
McConnell Systems
McLat Construction
Polyethylene
Houston, Texas
Approved Previously
TRS Systems
Trenchless Replacement System
Polyethylene
Calgary, Canada
Approved Previously
* From Original Standard Products List 2
CFW Lighting Approved Products List
CFW Product Name Manufacturer I Manufacturer Product Name & Description
Residential -Standard
MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Makers Sales and Marketing, LLC Galvanized
MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm,
Type 11 Pole
Makers Sales and Marketing, LLC
Black
DB01373(page 1 of 6)-Shoe Base Pole Type 11,
Valmont Industries, Inc
Galvanized
Makers Sales and Marketing, LLC
Type 33B, 36" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC
Type 33B, 36" Rise Simplex 8' Arm, Black
Type 33B Arm
Valmont Industries, Inc
D1301373(page 4 of 6)-Single Arm Type 33B, Galvanized
American Electric Lighting, ATBO-P101-Mvolt-R2-3K-
Acuity Brands Lighting, Inc.
MP-NL-P7-AO-RFD325607
American Electric Lighting, ATBO-P101-Mvolt-R4-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD325606
Residential Luminaire
American Electric Lighting, ATBO-P101-Mvolt-R2-3K-BK-
Acuity Brands Lighting, Inc.
MP-NL-P7-AO-RFD325609
American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD325608
McFarland Cascade
CREOSOTE 30/35 FOOT TIMBER POLE
Timber Pole
Bayou Forest Products
30-35' .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC
Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized
Wood Pole Arm
Makers Sales and Marketing, LLC
Wood Pole Arm, 36" Rise Simplex 8' Arm, Black
Valmont Industries, Inc
DB01373(page 6 of 6)-Wood Pole Arm, Galvanized
Arterial -Standard
MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Makers Sales and Marketing, LLC
Galvanized
MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm,
Type 18 Pole
Makers Sales and Marketing, LLC
Black
DB01373(page 2 of 6)-Shoe Base Pole Type 18,
Valmont Industries, Inc
Galvanized
Makers Sales and Marketing, LLC
Type 33A, 60" Rise Simplex 8' Arm, Galvanized
Makers Sales and Marketing, LLC
Type 33A, 60" Rise Simplex 8' Arm, Black
Type 33A Arm
Valmont Industries, Inc
D1301373(page 3 of 6)-Single Arm Type 33A, Galvanized
American Electric Lighting, ATBO-P303-Mvolt-R2-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322792
American Electric Lighting, ATBO-P303-Mvolt-R4-3K-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322794
Arterial Luminaire
American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK-
Acuity Brands Lighting, Inc.
M P-N L-P7-AO-RFD322793
Acuity Brands Lighting, Inc.
American Electric Lighting, ATBO-P303-Mvolt-R4-3K-BK-
M P-N L-P7-AO-RFD322795
McFarland Cascade
CREOSOTE 35/40 FOOT TIMBER POLE
Timber Pole
Bayou Forest Products
30-35' .80 CCA Green Timber Pole
Makers Sales and Marketing, LLC
Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized
Wood Pole Arm
Makers Sales and Marketing, LLC
Wood Pole Arm, 60" Rise Simplex 8' Arm, Black
Valmont Industries, Inc
DB01373(page 5 of 6)-Wood Pole Arm, Galvanized
Decorative -Pedestrian
Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4
Washington 10' Pole
Acuity Brands Lighting, Inc.
RFD110736
Holophane, CLA14FT J20DMODC03BK RFD325026, AB-
Washington 14' Pole
Acuity Brands Lighting, Inc.
16-4 SPEC RFD325026
Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7
Washington Luminaire
Acuity Brands Lighting, Inc.
FRGL RFD338699
Washington Globe
Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7
Luminaire
Acuity Brands Lighting, Inc.
AO RFD-315548
Oleander Type A Pole
Acuity Brands Lighting, Inc.
Holophane, PDA 12S5L20POBBK-MOD
Oleander Type B Pole
Acuity Brands Lighting, Inc.
Holophane, PDA20S5L20P08BK-MOD
Oleander Type B Arm
Acuity Brands Lighting, Inc.
Holophane, OHC 151N 2A TN BK
Holophane, AUCL2 P40 30K AS BK L3 N P7 AO
Oleander Luminaire
Acuity Brands Lighting, Inc.
RFD338741
Berry 12' Pole
Acuity Brands Lighting, Inc.
Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400
Berry 20' Pole
Acuity Brands Lighting, Inc.
Holophane, PD20S5J20P11BK RFD338816
Berry Arm
Acuity Brands Lighting, Inc.
Holophane, VLC 271N 1A TN QSM BK
Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7
Berry Luminaire
Acuity Brands Lighting, Inc.
AO SH
Banner Arms
Acuity Brands Lighting, Inc.
Holophane, BA-241N-2A-CO-S4J-BL-075P-BK
System
Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651
Cantex Inc.
specifi cations and NEMA TC2, Rated for 90°C Cable,
Sunlight Resistant, 10' Lengths and 20' lengths
Rigid Nonmetallic Schedule 80 Electric Conduit, Meets
UL 651 specifications, RUS listed, NEMA TC-2 and
Heritage Plastics
NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather
Conduit
Resistant
PVC Rigid Schedule 80 Conduit, Conforms to UL 651
Atkore-Heritage Plastics
and NEMA TC 2, Sunlight Resistant, Listed for 90°C
conductors or cable
Schedule 80 PVC Rigid Nonmetallic Conduit, Extra
Prime Conduit, Inc
Heavy Wall EPC-80, Sunlight resistant, Rated for use
with 90°C conductors, Meets UL651
Splice Kit With Connector NSi Industries, LLC
Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK
Series
Copper Wire/Conductor
Southwire
Encore Wire
Encore Wire
Service Wire Co
Advanced Digital Cable Inc
Aluminum Wire -Triplex Priority Wire & Cable, Inc
Fuse & Fuse Holder
Edison
Edison
Cooper
EATON
EATON
Connector Thomas & Betts
Metered Pedestal 120-240V Electrol Systems, Inc
WE Manufacturing & Controls
Metered Pedestal 240- Electrol Systems, Inc
480V WE Manufacturing & Controls
Ground Box
Kearneys
Photocell
Shorting Caps
MacLean Highline
Oldcastle
Type XHHW-2 copper conductor, 600V
TYPE XHHW-2 / RW90, copper conductor, Superslick
Elite, 600V/1000V
THHN / MTW / THWN-2 Copper conductor, 600V
Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT
Rated
XHHW-2 Low Smoke Halogen Free, Cross -linked
Polyethylene Insulated 14 AWG-750 MCM, 600 Volts,
90°C Dry and wet
Triplex Overhead Aluminum Conductor
General Purpose, Midget Class MEN Fuses, Voltage
Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps,
Interrupting Rating: 10,000 RMS Amps @ 125V
Modular Ferrule Fuse Blocks for Midget Class and CC
Fuses
In -line fuse holders for Single -Pole 13/32" x 1 1/2"
Fuses HEB-AA
Bussmann Series, HEB breakaway and non -breakaway
in -line fuse holders for UL 13/32" x 1-
1/2"supplemental fuses
Bussmann Series, FNM 13/32" x 1-1/2- 250Vac time -
delay supplemental fuses
Wire Joints for Copper Conductor, Cat No: 54615,
54620, 54625-TB, 54635, 54640, 54630
TY A (120/240) 100(NS)AL(E)PS(U)
TY A 120/240 100(NS)AL(E)PS(U)
TY A (240/480) 100(NS)AL(E)PS(U)
TY A 240/480 100(NS)AL(E)PS(U)
Polymer Concrete, PHA132412X0002: TIER 22 (X) 22,
500lbs
Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 -
TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING
NUT
Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 -
Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT- 2x BRASS FLOATING
NUT
NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N
Series
Dark To Light, DLL Elite, Electronic Locking, Type
Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480
Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U
Interim Products
Residential Luminaire I TRASTARINC. IDURA-STR25-3K-120-3-GR-SCL
DURA-STR10A-3K-120-3-GR-SCL
Arterial Luminaire TRASTARINC.