HomeMy WebLinkAboutContract 61204-PM1FART WQRTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
CSC No. 61204-PM1
STRIPING, PAVING, SIGNAL, & STREET LIGHT IMPROVEMENTS
TO SER VE
TCU UNIVERSITYDRIVE (INTELLECTUAL COMMONS)
IPRC Record No. IPRC23-0100
City Project No. 104971
FID No. 30114-0200431-104971 EO7685
File No. K-3124
X File No. X-NIA
Mattie Parker David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
Lauren Prieur, P.E.
Director, Transportation and Public Works Department
Prepared for 04/01 /2024
The City of Fort Worth mm®oF���\0
April 2024 5�?� ••" ••F:e09B
Zo . *
.... i.........................,
D AW x•••JUSTIN••T�•WELLS
ear,% 124970
DUNAWAY ASSOCIATES,
L.L.C. °1 `F•'•:/CENSE�•
550 Bailey Avenue, Suite400 6� s ®L ENS®
Ft. Worth, TX 76107
Office: 817-335-1121 / Fax: 817-335-7437
(TX Reg. F-1114)
www.dunaway.com
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
nn�3 invitation to Bidders
nn�3
Last Revised
03/20/2020
00 41 00
00 42 43
nno n�3
inst ,,etiors t Bidders
Bid FofvA
Proposal Form Unit Price
Bid Bon
03/20/2020
0402,12014
05/22/2019
0402,12014
0045 11
Bidders Pr-eg alifieation's
Prequalification Statement
v A,.ri;,.ation
nn /nvTr02/2014
09/01/2015
0045 12
nnrro
45 13
00 45 26
Bidder- -o,,, alifieatie
Contractor Compliance with Workers' Compensation Law
03i09112020
04/02/2014
nQi
00 4540
00 52 43
M iner-ity Business EfAer-prise Goal
Agreement
a
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
0(�0(� �^772� 0(�0(�
tltl�i'VF7
�vl/i Vl(Pra/�IJ
Ccrdil
i i n 5/20 7
T1T77rL�1T
n�in�ii
00 73 00
0073 10
Suppleraentar-Y C nditieo
Standard City Conditions of the Construction Contract for Developer
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
013120
01 32 33
ProjeetMeet'
Preconstruction Video
07ins01/2
08/30/2013
013300
Submittals
08/30/2013
01 MI 13
Speeia U.-, *eet U o a,,,os
nQi t3
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
01 71 23
Construction Staking
04/07/2014
01 74 23
Cleaning
04/07/2014
0177 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 TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
00 00 00
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
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
htti):Hfortworthtexas.2ov/ti)w/contractors/
or
httus:Haups.fortworthtexas.2ov/Proi ectResources/
Division 02 - Existing Conditions Last Revised
0241 13 Selective Site Demolition 12/20/2012
02 41- 14 Utility n o...,,ya / n ban f nefA , � /�i_2
0241 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 Cast -In -Place Concrete 12/20/2012
03 34 Gent -Felled row St engt1. M.,ter-i 1 (Cr SM4 12QO,12012
03 34 6 C.,, erete Base Ma4er-ial for Tr-oneTr-eneh Re 12/7 -2
Division 26 - Electrical
26 05 00
Common Work Results for Electrical
11/22/2013
2605 10
Demolition for Electrical Systems
12/20/2012
26 05 33
Raceways and Boxes for Electrical Systems
12/20/2012
26-05-50
..L�iSimlYi:
vzr=vrzv�v
Division 31-
Earthwork
31 1000
Site Clearing
12/20/2012
3123 16
Unclassified Excavation
01/28/2013
31'�,2 1,2
Beffo
0/�1013 I
3✓�--24--AB
r 1
�Sis�f�"l.u'4g��6
11
0/� 2014
31 25 00
12,E
2,�
Erosion and Sediment Control
Gabions
12/20/2012
12/20/2012
Division 32
R
- Exterior Improvements
32 0117
Pefmaner Aor,hat
12/�12
2 7�Qo
Z'l�2
*lxalt lViing Repair
!`.,,-....-ete D.,.,ing Do,.ai
, 2 /�ti I
0 29
32 1123
Flexible Base Courses
Q/'fez
12/20/2012
32 11 29
Lime Treated Base Co .sus-
12/20/2012
27�3
32 �
Ge et4 Trea4e 1 Base r.,
Liquid Treated c oil f.'t�a✓bx .li��
12/20/2012
08/2 /�n, c
32 12 16
Asphalt Paving
12/20/2012
32 1273
Asphalt Paving Crack Sealants
12/20/2012
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
32 13 13
Concrete Paving
12/20/2012
32 1320
Concrete Sidewalks, Driveways and Barrier Free Ramps
06/05/2018
32 1373
Concrete Paving Joint Sealants
12/20/2012
32 1416
Brick Unit Paving
12/20/2012
32 16 13
Concrete Curb and Gutters and Valley Gutters
10/05/2016
32 1723
Pavement Markings
11/22/2013
32 1725
32 3i i�
Curb Address Painting
Chain Fences and Gates
11/04/2013
i2/201L20i2
�rzv
27�9
�'�13
Wire Fences and Gates
Weed Fences and mates
Ca-k-in Naae-Go c2eez Walls
rtravravzz
12/''�,,- 012
06/05,/2018
3291 19
Topsoil Placement and Finishing of Parkways
12/20/2012
32 92 13
Hydro -Mulching, Seeding, and Sodding
12/20/2012
32 93 43
Trees and Shrubs
12/20/2012
Division 33
T✓--v�✓v
33 n1 30
- Utilities
Sewer- an r,r^,.,hole Testing
-m
12/20/2012
22�T
3303 10
33 04 1 n
�--vrry
33 nn 1 1
Closed l'';`,-etti- Television (CCT)7) r,�,s,�.eeti ,.,
77�3 11`v,SrnVi91..ofExisting Sewer- Systo
T. if4 B.��..1;.....,n > legit.-iea lsel do
C.,,-.-esio,�, Control Tort Stations
03/nee
12/7zzrzvrzviz
12/7n/7n17
rtravravzz
12/20,120 7
T✓--v�rr
T33 nn 12
33 04 30
33-04-40
Magnesium Anode C,t1, die D,eteetio System
T emir/ot ar-, VAate,- Sere ee-
Cleaning and Aeoeptanee Testing of Watef Mains
�zrzmzvrt
12r2-0r/2012
07/01,12011
varvvrtvz�
33 05 10
T✓-v�-Tv
T✓--v5-Tz
3305 1 3
1J E ba mepA an R.,,.kfil
ORS �.1I0[L:'a�G�'1, 1''11,,, ,
Water-
^
Fr- ,a Grade Ring Cast
1242,1201 6
�v
i rravrrvzz
nnl �
/22/2��
--�-z�
3305 13.10
n-a��GAve�' S �St�i�
> r Gave. an Grade Rings Composite
�re�P�������e�rte
�ng-AL dIN-�o Im s Valveand Oth�t�Etufes to
� e � �
ViRtte
C.,,, e-^to Gella-s
Auger-v11ng
01
n1 /22/2nl �
o��
1 � /7 7vizv zzrziz
12/20/2012
3305 �i4
22�T
77--05-20
33 05 21
T✓--v�-zT
--�-
330522
33 05 23
22�4
33--05-26
Tunnel T ine f Plate
Stool Casing 4pe
Hand T, aaeli*g
In-Jeallatkxn „fGaf ier- Pipe i C^^;iig or Tunnol limef Plate
irravrrvzz
� rravrrvzz
QQ0112W
�2
QQ0112W
12/20/2017
06/1o�13
rtravravzz
33 05 3n
�J--v�-�v
��
33 1105
1 1 1 n
Lee do of Ut;l;t;o^
1 a* (`_.,shots
B �t�, Nuts, Tut^,
Q/201120 2
rtravravzz
12/20/
��204-
1 /20 /20 2
33
✓3 11 11
Duefile e lr-e Ripe
Dueti l e ir-o >r i4in s
2
12/20/2012
✓3 11 12
Polyvinyl Chloride (nvC) Pr-esstffe Pipe
1111 n 4
1
., � � �.,
"�1
to
Pipe Type
T�c�ete�es:�'�
112 2
Q/20��
12/20/20
� ��
1?ufie.1 Stool Pipe
33 11 14
22�0
and Fittings
Water- Sef-, ees 1 i ak'o, Ca3
02/10 n�17
3-3 1211
r afge Water- r lete -s
1 � /�Q
33 1220
Raa?gnt E„
1 /��2
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
1331250
22�o
22�z
AWJY Ex-W-1a sta4ions
Standard Blow eg Valve Assembly
n„-e,i i Ulaee Pipe lnr12n4
Q/201120Q
06/19,12013
12/2iz
22�3
22�5
22�o
Deinf Pipe for Gravity Sanitary c
Fiber
svrioiz
12/7r�-�vizvii
1212/2 z
-glass reel
High Density Polyethyle„e (RDII 1) Pir-e for Sanitary Sewe f
nhle-i e n_-m, ty caaitai=,
2 2�=
Polyvinyl (PVC4 Sewe-Nil-
....
Uel:.,.,1 nhle-i e (PVC) ClosedD-ef;le Gfay;t.-,Sanitar, e1
06/1 4
1 2 /2z
Pipe
3114 22
�cz
Sanitary Se,., �.7 r
c�cvviY IV.iF, �/:YiZ2'�
12/2!1/2012
�z
22�3
22�o
cn,. f, SewL\ Pro Erilw-geffwnt
Sanitary Sewer- Sefyiee Gen eetions .-ad Sef-, ;ee r ; e
12/20,1204-2
04/2 �
22�0
Coml!nnati/ n Air- - Valve for- Sanitary Sewer- or-ee Mai
1 2 /2 i
22 20 10
�o
2 2�0
22�o
2 2�0
n Concrete l\iT.,,-.holes
..�% in �ll�e
P -eeast n ne -ete M rhol
Fiber -glass Manholes
n n)
12/20,12012
�,-z�z
, 2 /2
,2/2 z
, 2 /2
22�o
22�0
22�=
Wastewater- eeess Chamber- (WAG)
T.',-.oxy r e s for Sanitary Sewer- Stndetffes
Reinf -eea C ne-ete c,-,,..m Sewer Pipe/Culverts
High Density Polyethylene 7 PE
(��� �V) �� �F �lJl'Yn �.LR°Y.
z
12/20,20Q
n2/no 1�,0n
,2/2n/20 2
rL,zvravzz
22�2
23
Deinfe,-ee.l Pelyethlene EPE) Pira
„/ 31/20is
12/2� ll�2
4600
22�46 01
2 2�
Si'
Slotted Stozm D lwxs
eh
-aifi
0�/n�44
/ll
33 410
Tre„
P
C—ak is Nat= Maahel3varrnd 3uxation Boxes
07i
1 2 /2 z
22�-4920
Gttr-b and Dror, Inlets
12/2
33 49 40
&ornt Dioi age Headwalls .,n,1 Wi gw 1&
070i,/20 _lr
Division 34 -
Transportation
3441 10
Traffic Signals
10/12/2015
3441 10.01
Attachment A - Controller Cabinet
12/18/2015
3441 10.02
Attachment B - Controller Specification
02/2012
3441 10.03
Attachment C - Software Specification
01/2012
3441 11
Temporary Traffic Signals
11/22/2013
3441 13
Removing Traffic Signals
12/20/2012
34 41 15
Reet gu7x RaT/.a Flashing Beaeo
4/22112W3
1
34 41 16
34 41 20
Pe.lest.-:.,,.. 14or-id Signal
Roadway Illumination Assemblies
i/221,2014
12/20/2012
34 41 20.01
Arterial LED Roadway Luminaires
06/15/2015
24 4120.02
�
., r
Ffee.. ay LED nea&w .�.at�i n,�ros
0 6/1 c/2n1��c
2n i1�03
Rest Y tial LED RaadwLlamirnlos
06/15,12015
34 41 30
2n�o
Aluminum Signs
11/12/2013
3471 13
Single Me.le Fiber- Opt:e Cable
Traffic Control
02/2 9
11/22/2013
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
GG 4.01
Page 5 of 5
GG 4.92
F/a�llrfw"rd Physieal Conditions
GE-406
Rau rdotts Eayir-, f1ment i Condition 4 Site
GG 6. D
Minority and Women Owned Business Enterprise Complianee
GC 6.0-7
l'uff9&R_Mes
Utilities
GC___K.2A
Nandioorimination
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
00 42 43
DAP - BID PROPOSAL
Page 1 of4
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Bidlist Item Specification
Description
N I Section No.
UNIT IV: PAVING IMPROVEMENTS
Bidder's Application
Bidders Proposal
Unit of Bid Quantity Unit Price I Bid Value
Measure
1
2
3
4
5
6
0241.0100
0241.1100
0241.1300
0242.0300
0242.1200
2317.0501
Remove Sidewalk
Remove Asphalt Pvmt
Remove Concrete Curb & Gutter
Remove ADA Ramp
Remove Brick Pvmt
24" SLD Pvmt Marking HAE (W)
0241 13
0241 15
0241 15
_ 0241 13
02 41 15
32 17 23
SF
SY
LF
EA
SY
LF
5448
1277
2943
11
1850
252
$0.92
$5.69
$2.47
$306.50
$13.30
$20.00
$5,012.16
$7,266.13
$7,269.21
$3,371.50
$24,605.00
$5,040.00
7
3211.0122 6" Flex Base
32 11 23
SY
1530
$5.00
$7,650.00
8
9
3212.0302 2" Asphalt Pvmt Type D
3212.0501 4" Asphalt Pvmt Type B
32 12 16
32 12 16
SY
SY
950
950
$33.00
$51.00
$31,350.00
$48,450.00
10
3213.0104
9" Conc Pvmt
32 13 13
SY
54
$242.19
$13,078.26
11
3213.0302
5" Conc Sidewalk
32 13 20
SF
6850
$13.43
$91,995.50
12
3213.0506
Barrier Free Ramp, Type P-1
32 13 20
EA
6
$13.43
$80.58
13
3213.0510
Barrier Free Ramp, Type C-3
32 13 20
EA
1
$13.43
$13.43
14
3214.0100
Brick Pvmt
32 14 16
SY
217
$706.40
$153,288.80
15
3216 0101
6" Conc Curb and Gutter
32 16 13
LF
3545
$56.55
$200,469.75
16
3217.0101
6" SLD Pvmt Marking HAS (W)
32 17 23
LF
4312
$4.00
$17,248.00
17
3217.0102
6" SLD Pvmt Marking HAS (Y)
32 17 23
LF
328
$8.00
$2,624.00
18
3217.0103
6" BRK Pvmt Marking HAS (W)
32 17 23
LF
944
$4.00
$3,776.00
19
3217.0201
8" SLD Pvmt Marking HAS (W)
32 17 23
LF
380
$8.00
$3,040.00
20
3217.0301
12" SLD Pvmt Marking HAE (W)
32 17 23
LF
616
$12.00
$7,392.00
21
3217.0302
12" SLD Pvmt Marking HAE (Y)
33 17 23
LF
85
$12.00
$1,020.00
22
3217.1002
Lane Legend Arrow
32 17 23
EA
6
$430.40
$2,582.40
23
3217.1004
Lane Legend Only
32 17 23
EA
4
$636.00
$2,544.00
24
3217.1006 Lane Legend Bike
32 17 23
EA
8
$480.00
$3,840.00
25
3217.2103
REFL Raised Marker TY II -A -A
32 17 23
EA
6
$50.00
$300.00
26
3217.2104
REFL Raised Marker TY II-C-R
33 17 23
EA
328
$27.00
$8,856.00
27
3217.4301
Remove 4" Pvmt Marking
32 17 23
LF
6190
$3.00
$18,570.00
28
3217.4306
Remove 24" Pvmt Marking
32 17 23
LF
165
$3.00
$495.00
29
3217.4307
Remove Raised Marker
32 17 23
EA
79
$5.00
$395.00
30
3217.4406
Remove Lane Legend Bike
32 17 23
EA
8
$35.00
$280.00
31
3441.4003
Furnish/Install Alum Sign Ground Mount City Std.
34 41 30
EA
6
$750.00
$4,500.00
32
3441.4108
Remove Sign Panel and Post
344130
EA
6
$280.00
$1,680.00
33
3441.4110
Remove and Reinstall Sign Panel and Post
344130
EA
2
$680.00
$1,360.00
34
3471.0001
Traffic Control
3471 13
MO
6
$2,975.84
$17,855.04
35
9999.0001
Bollards
00 00 00
EA
10
$1,900.00
$19,000.00
36
9999.0002
Relocate Fire Hydrant
00 00 00
EA
1
$41,810.00
$41,810.00
37
38
9999.0003
9999.0004
Electrical
Landscape & Irrigation Improvements
00 00 00
00 00 00
LS
LS
1
1
$203,000.00
$333,775.08
$203,000.00
$333,775.08
TOTAL UNIT IV: PAVING IMPROVEMENTS
$1,294,882.84
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018
IPRC23-0100 42 43_Bid Proposal DAP
00 42 43
DAP - BID PROPOSAL
Page 2 of4
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Bidder's Application
Bidders Proposal
Bidlist Item
Description
Specification
Unit of
Bid Quantity
Unit Price
Bid Value
No.
Section No.
Measure
UNIT V:
STREET LIGHTING MPROVEMENTS
1
2605.3011 2" CONDT PVC SCH 40 (T)
26 05 33
LF
1080
$36.00
$38,880.00
2
2605.3012 2" CONDT PVC SCH 40 (B)
26 05 33
LF
275
$178.00
$48,950.00
3
3441.1408 NO 6 Insulated Elec Condr
_ 3441 10
LF
4065
$4.00
$16,260.00
4
3441.1501 Furnish/Install Ground Box Type B
3441 10
EA
6
$1,450.00
$8,700.00
5
3441.1507 Remove Ground Box
3441 10
EA
6
$720.00
$4,320.00
6
3441.2005 Remove Pedestal Pole
3441 10
EA
4
$838.73
$3,354.92
7
3441.3302 Rdwy Ilium Foundation TY 3,5,6,8
3441 20
EA
6
$1,233.00
$7,398.00
8
3441.3342 Rdwy Ilium TY 18 Pole
3541 20
EA
6
$1,455.00
$8,730.00
9
3441.3201 LED Lighting Fixture
_ 3441 20
EA
11
$1,756.00
$19,316.00
10
3441.1645 Furnish/Install Type 33A Arm
3441 20
EA
11
$2,096.00
$23,056.00
11
9999.0005 Remove Street Light
00 00 00
EA
7
$3,500.00
$24,500.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS
$203,464.921
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018
IPRC23-0100 42 43_Bid Proposal DAP
00 42 43
DAP - BID PROPOSAL
Page 3 of4
UNIT PRICE BID
Bidlist Item
No.
� 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
44
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Bidder's Application
Project Item Information
Description
Specification
I Unit of
Bid Quantity
Section No.
Measure
UNIT VI: TRAFFIC SIGNAL
I NPROVEMEN7S
2605.0111 Furnish/Install Elec Sery Pedestal
26 05 00
EA
3
2605.3015 2" CONDT PVC SCH 80 (T)
26 05 33
LF
1125
2605.3016 2" CONDT PVC SCH 80 (B)
26 05 33
LF
335
2605.3025 3" CONDT PVC SCH 80 (T)
26 05 33
LF
125
2605.3033 4" CONDT PVC SCH 80 (T)
26 05 33
LF
795
2605.3034 4" CONDT PVC SCH 80 (B)
26 05 33
LF
745
3441.1001 Furnish/Install 3-Sect Signal Head Assmbly
3441 10
EA
18
3441.1012 Furnish/Install Ped Signal Head Assmbly
3441 10
EA
12
3441.1031 Furnish/Install Audible Pedestrian Pushbutton Station
3441 10
EA
12
3441.1209 Furnish/Install BBU Sytem EXT Mounted
3441 10
EA
3
3441.1220 Furnish/Install Model 711 Preemption Detector
3441 10
EA
8
3441.1224 Furnish/Install Preemption Cable
3441 10
LF
905
3441.1217 Furnish/Install Fish -Eye Detection System
3441 10
EA
3
3441.1250 Furnish/Install PTZ Camera
3441 10
EA
3
3441.1255 Furnish/Install Communication Modem
3441 10
EA
3
3441.1260 Furnish/Install CAT5E Ethernet Cable
3441 10
LF
74C
3441.1315 20/C 14 AWG Multi -Conductor Cable
3441 10
LF
715
3441.1312 7/C 14 AWG Multi -Conductor Cable
3441 10
LF
75
3441.1311 5/C 14 AWG Multi -Conductor Cable
3441 10
LF
2085
3441.1322 3/C 14 AWG Multi -Conductor Cable
3441 10
LF
129C
3441.1408 NO 6 Insulated Elec Condr
3441 10
LF
106C
3441.1409 NO 8 Insulated Elec Condr
3441 10
LF
256C
3441.1413 NO 6 Bare Elec Condr SLD
3441 10
LF
46C
3441.1414 NO 8 Bare Elec Condr
3441 10
LF
1735
3441.1503 Furnish/Install Ground Box Type D, w/Apron
3441 10
EA
19
3441.1506 Furnish/Install Ground Box Type D
3441 10
EA
1C
3441.1603 Furnish/Install 10'- 20' Ped Pole Assmbly
3441 10
EA
1 C
3441.1611 Furnish/Install Type 41 Signal Pole
3441 10
EA
3
3441.1613 Furnish/Install Type 43 Signal Pole
3441 10
EA
1
3441.1623 Furnish/Install Mast Arm 16' - 36'
3441 10
EA
3
3441.1624 Furnish/Install Mast Arm 40' - 48'
3441 10
EA
1
3441.1701 TY 1 Signal Foundation
3441 10
EA
1C
3441.1703 TY 3 Signal Foundation
3441 10
EA
3
3441.1704 TY 4 Signal Foundation
3441 10
EA
1
3441.1715 Signal Cabinet Foundation - 352i & BBU
3441 10
EA
3
3441.1725 Furnish/Install ATC Signal Controller
3441 10
EA
3
3441.1741 Furnish/Install 352i Controller Cabinet Assembly
3441 10
EA
3
3441.2001 Dispose/Salvage Traffic Signal
3441 13
EA
1
3441.3051 Furnish/Install LED Lighting Fixture (137 watt ATB2 Cobra
3441 20
Head)
EA
6
3441.4001 Furnish/Install Alum Sign Mast Arm Mount
3441 30
EA
8
9999.0006 INS TRF SIG PL AM(S)2 ARM(24-24')LUM
00 00 00
EA
1
9999.0007 INS TRF SIG PL AM(S)2 ARM(40-28')LUM
00 00 00
EA
1
9999.0008 INS OF TRF SIG PL FND (30" DRIL SHIFT)
00 00 00
LF
11
9999.0009 INS OF TRF SIG PL FND (36" DRIL SHIFT)
00 00 00
LF
12
TOTAL UNIT VI:
TRAFFIC SIGNAL IMPROVEMENTS
Bidders Proposa
Unit Price I Bid Value
$10,642.00 $31,926.001
$27.00 $30,375.001
$56.00 $18,760.001
$31.00 $3,875.001
$33.00 $26,235.001
$61.00 $45,445.001
$1,800.00 $32,400.001
$1,200.00 $14,400.001
$2,710.00 $32,520.001
$8,692.00 $26,076.001
$2,915.00 $23,320.001
$4.00 $3,620.001
$28,528.00 $85,584.001
$11,065.00 $33,195.001
$2,433.00 $7,299.001
$3.00 $2,220.001
$9.00 $6,435.001
$4.00 $300.001
$4.00 $8,340.001
$4.00 $5,160.00 1
$3.00 $3,180.001
$3.00 $7,680.001
$3.00 $1,380.001
$2.00 $3,470.001
$2,390.00 $45,410.001
$2,135.00 $21,350.001
$4,030.00 $40,300.001
$18,440.00 $55,320.001
$19,975.00 $19,975.001
$9,760.00 $29,280.001
$10,870.00 $10,870.001
$1,925.00 $19,250.001
$5,115.00 $15,345.001
$5,310.00 $5,310.001
$4,770.00 $14,310.001
$4,831.00 $14,493.001
$29,430.00 $88,290.001
$2,320.00 $2,320.001
$715.00 $4,290.00
$415.00 $3,320.001
$21,880.00 $21,880.001
$26,771.00 $26,771.001
$692.00 $7,612.001
$765.00 $9,180.001
$908,071.00 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018
IPRC23-0100 42 43_Bid Proposal DAP
00 42 43
DAP - BID PROPOSAL
Page 4 of4
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidders Proposal
Bidlist Item Specification Unit of
No. Description Section No. Measure Bid Quantity Unit Price Bid Value
Bid Summary
UNIT IV: PAVING IMPROVEMENTS $1,294,882.841
UNIT V: STREET LIGHTING IMPROVEMENTS $203,464.921
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS $908,071.001
Total Construction Bid $2,406,418.761
This Bid is submitted by the entity named below:
BIDDER:
J.T. Vaughn Construction, LLC
9160 Sterling St. Suite 100
Irving, TX 75063
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY: Bill Myers
TITLE: Senior Project Manager
DATE: 1/26/2024
END OF SECTION
174 Worldng days after the date when the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version February 16, 2018
IPRC23-0100 42 43_Bid Proposal DAP
0045 12
DAP PREQUALIFICATION STATFMENT
Page I of I
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Tvoe" box urovide the comolete major work tune and actual descriu_ tion as provided by the Water
Department for water and sewer and TPW for saving.
Major Work Type
Asphalt Paving Construction
Concrete Paving Construction
Roadway Lighting
Fire Hydrant Relocation
Contractor/Subcontractor Company Name
Advanced Paving Company
EIS Construction
Fisk Electric Company
Tri Dal Excavation & Utilities, Inc.
Prequalification
Expiration Date
9/30/24
N/A
Hand Placed
1/21/2026
4/30/2024
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
J.T. Vaughn Construction, LLC BY:
9061 Sterling St. Suite 100
Irving, TX 75063 r�
(Signature)
TITLbanny Thompson, CEO
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 0045 12Prequalification Statement 2015_DAP
Form Version September 1, 2015
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00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 104971. 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:
J.T. V=4hn Construction, LLC
Company
9160 SterlinLy St. Suite 100
Address
Irvins. TX 75063
City/State/Zip
THE STATE OF TEXAS §
By:
Danny Thompson, CEO
(Please Print
Signature:
Title: Danny Thompson, CEO
(Please Print)
COUNTY OF 1 {��T' §
BEE RE ME, the d�ersigned a thority, on this day personally appeared
.�01� VN��jn , known to me to be the person whose name is
subscribed to � foregoing lnstrurncnt, and acknowledged to me that he/she executed the same as
the act and deed of elto for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN�VNDER MY HAND AND EAL OF OFFICE this f- 1 day of
20
t
Notary Public in and for the State of Texas
37
38 END OF SECTION Patricia A O'Neal
Notary Public
STATE OF TEXAS
39 Notary ID# 1976277
nifa Comm.Exo.November 12. 2027 }
u
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104971
Revised April 2, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Pagel of4
1 SECTION 00 52 43
2 EME�IT
0� 1651
3 THIS AGREEMENT, authorized on II 1Oa4 is made by and between the Developer,
4 Texas Christian University, authorized' to do business in Texas ("Developer") , and
5 J.T. Vaughn Construction, LLC , authorized to do
6 business in Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Striping, Paving, Signal, & Street Likitt Improvements to serve TCU University Drive
16 (Intellectual Commons)
17 Citi• Proiect No. 104971
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 174 working days after the date
24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
25 City Conditions of the Construction Contract for Developer Awarded Projects.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that Developer
28 will suffer financial loss if the Work is not completed within the times specified in
29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
30 the Standard City Conditions of the Construction Contract for Developer Awarded
31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
35 Developer ZERO Dollars ($0.00) for each day that expires after the time specified in
36 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH TCUbttellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Cih, Project No, 104971
Revised June 16, 2016
005243-2
Developer Awarded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of two million four hundred six thousand four hundred
40 eialiteen and seventv-six hundredths Dollars ($2,406,418.76).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between Developer and
44 Contractor concerning the Work consist of the following:
45 1. This Agreement.
46
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74
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH TCUlatellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No, 104971
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification provision is specifically intended to operate
81 and be effective even if it is alleged or proven that all or some of the damages being
82 sought were caused, in whole or in part, by any act, omission or negligence of the city.
83 This indemnity provision is intended to include, without limitation, indemnity for
84 costs, expenses and legal fees incurred by the city in defending against such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88 the city, its officers, servants and employees, from and against any and all loss, damage
89 or destruction of property of the city, arising out of, or alleged to arise out of, the work
90 and services to be performed by the contractor, its officers, agents, employees,
91 subcontractors, licensees or invitees under this contract. This indemnification
92 Drovision is specifically intended to operate and be effective even if it is alle eg d or
93 proven that all or some of the damages being sought were caused, in whole or in part,
94 by anv act, omission or negligence of the city.
95
96 Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded Projects.
100 7.2 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the Developer.
103 7.3 Successors and Assigns.
104 Developer and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
107 7.4 Severability.
108 Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
110 remaining provisions shall continue to be valid and binding upon DEVELOPER and
ill CONTRACTOR.
112 7.5 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents is performable in the State of
114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH TCUInteUectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Citi, Project No. 104971
Revised June 16, 2016
005243-4
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
120
121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed by the Partie " ective Date").
125
Contractor: Developer:
J.T. Vaughn Construction, LLC Texas Chr stian Univers
,�hB By: .
( ,nature) W�ii
Danny Thnmpsm C;FC)
126
(Printed Name)
Title:
Company Name: J.T. Vaughn Construction.
LLC
Address: 9160 Sterling St. Suite 100
City/State/Zip: Irving, TX
z
Date
p p (Printed Name)
Title: VlC`�..���
Company name: Texas Christian University kKLkfi,&yk,lvlL— t
Address: TCU Box 297800
City/State/Zip: Fort Worth, TX 76109
0 3
Date
CITY OF FORT WORTII TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Cit' Project No 104971
Revised June 16. 2016
1170
ADDITIONAL INSURED - AUTOMATIC STATUS
AS REQUIRED BY CONTRACT - BLANKET
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
SCHEDULE
Any person or organization that you are required by written contract to include as an additional insured on this policy if the contract is
executed prior to the loss.
A. Section II, Who Is An Insured is amended to include as an additional insured any person or organization shown in the above SCHEDULE
(called additional insured), but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising
out of your premises or your operations for the additional insured, and only to the extent and for the minimum limits required in the written
contract.
B. The insurance provided to the additional insured is subject to the following limitations:
1. Unless a written contract specifically requires additional insured coverage for your completed operations, this insurance does not apply
to "bodily injury" or "property damage" occurring after "your work" for the additional insured has been completed or after that portion of
..your work" out of which the "bodily injury" or "property damage" arises has been put to its intended use by any person or organization,
whichever occurs first.
2. Unless broader coverage is specifically required by written contract, this insurance provides additional insured coverage only for liability
for "bodily injury", "property damage" or "personal and advertising injury" to the extent caused by the named insured's acts or omissions
or the acts or omissions of those acting on the named insured's behalf. If broader coverage is specifically required by written contract,
this insurance does not apply to "bodily injury" or "property damage" or "personal and advertising injury" arising out of the sole
negligence, act, or omission of the Additional Insured unless additional insured coverage for an Additional Insured's sole negligence,
act, or omission is specifically required by written contract.
3. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" for which the additional
insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement except to the extent
that the additional insured would have been obligated to pay such damages in the absence of the contract or agreement.
4. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or
failure to render any professional services by any insured or on any insured's behalf, including:
a) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field
orders, change orders, drawings or specifications; or
b) Supervisory, inspection, architectural, or engineering services.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision,
hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury"
or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or
the failure to render, any professional architectural, engineering or surveying services.
5. This endorsement shall not apply to a person or organization if any other additional insured endorsement attached to this policy
specifically applies to that person or organization.
6. The insurance afforded herein only applies to the extent permitted by applicable state law, including statutes governing additional
insured coverage in the construction industry.
7. The insurance afforded to the additional insured shall not exceed the minimum limits required in the written contract.
C. In no event shall the insurance provided to the additional insured exceed the minimum coverage required by the written contract, including
but not limited to minimum limits, minimum scope of coverage, or minimum duration of coverage. If a written contract or agreement requires
that additional insured status be provided by the use of specified edition dates of the ISO CG2010 and/or CG2037, then the terms of that
endorsement are incorporated into this endorsement as respects such additional insured and shall supersede the coverage grant and
limitations in Sections A. and B. of this endorsement. In the event that CG2010 and/or CG2037 are required but no edition dates are
specified, the 04/13 editions shall apply.
D. This insurance is excess to any other insurance, whether primary, excess, contingent or on any other basis, available to the additional
insured unless a written contract requires that this insurance be primary or primary and non-contributing. However, this insurance is always
excess to other insurance, whether primary, excess, contingent or on any other basis, when the additional insured has been added to the
other insurance as an additional insured.
Nothing herein contained shall be held to vary, alter, waive or extend any of the terms, conditions, provisions, agreements or limitations of the
mentioned Policy, other than as above stated.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective: Same as policy effective date unless otherwise indicated above.
Policy Effective:06/01/2023 Policy No.: CG23A39916 Endorsement No.:
Insured: J.T. Vaughn Construction, LLC; Owner as required Premium $
by contract; and all contractors enrolled in the
Insurance Company: American Contractors Insurance Co. RRG
78992448rtVAUCCCIP 1 23/24 Rolling I Coral Robles 1 3/7/2024 12:03:39 PM (CST) I Page 2 of 2
This ceificate cancels and supersedes ALL previously issued certificates.
TEXAS WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY WC 99 03 04
(Ed. 04-07)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against
the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations
described in the Schedule where you are required by a written contract to obtain this waiver. This waiver does not extend to the
statutory right of reimbursement from a claimant who recovers any amount under Section 417.002 of the Texas Labor Code.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement is shown in the Schedule.
Schedule
Specific Waiver
Name of person organization
( X ) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. This
waiver does not extend to the statutory right of reimbursement under Section 417.002 of the Texas Labor Code.
2. Operations: CONSTRUCTION AND RELATED CONSTRUCTION RELATED WORK
ALL TEXAS OPERATIONS
3. Premium:
The premium charge of this endorsement shall be 2 percent of the premium developed on payroll in connection with work
performed for the above person(s) or organization(s) arising out of the operations described.
4. Minimum Premium: $0
5. Advance Premium: $0
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective: Same as Policy Effective Date unless otherwise indicated above.
Policy Effective Date: 6/1/2023 Policy No. WCA000008623
Insured J.T. Vaughn Construction, LLC
Carrier Name/Code: ACIG Insurance Company
WC 99 03 04
(Ed. 04-07)
Endorsement No.
Premium $
78992374 d VAUGHN 1 23/24 WC Only I Coral Robles 3/7/2024 11:57:52 AM (CST) Page 3 of 4
This certificate cancels ansupersedes ALL previously issued certificates.
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01
(Ed. 01-94)
TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page.
In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in
the Schedule. The number of days advance notice is shown in the Schedule.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
1. Number of days advance notice:
60 days. However, in the case of cancellation or nonrenewal due to nonpayment of premium, only
10 days advance notice will be provided.
2. Notice will be mailed to:
All certificate holders where written notice of cancellation, nonrenewal or material change to this policy
is required by written contract, permit or agreement with the Named Insured. The notice will be mailed
to the addresses provided to us by the certificate of insurance issuer. Proof of mailing will be considered
sufficient proof of our good faith attempt to provide written notice.
This endorsement is only applicable in the state of Texas.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective: Same as Policy Effective Date unless otherwise indicated above.
Policy Effective Date: 6/1/2023
Insured J.T. Vaughn Construction, LLC
Carrier Name/Code: ACIG Insurance Company
WC420601
(Ed.01-94)
Policy No. WCA000008623 Endorsement No.
Premium $
78992374 1 VAUGHN 1 23/24 WC Only I Coral Robles 3/7/2024 11:57:52 AM (CST) Page 4 of 4
This certificate cancels and supersedes ALL previously issued certificates.
Bond No. 2000358 00 13- -1
PERFORMANCE BOND
Page 1 of 3
1 SECTION 00 62 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, J.T. Vaughn Construction. LLC . known as "Principal"
8 herein and SureTec Insurance Comnanv , a corporate surety(sureties, if
9 more than one) duly authorized to do business in the State of Texas, known as "Surety" herein
10 (whether one or more), are held and firmly bound unto the Developer, Texas Christian University,
11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
12 corporation ("City"), in the penal sum of, two million four hundred six thousand four hundred
13 eighteen and seventy-six hundredths Dollars ($2,406,418.76), lawful money of the United States,
14 to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to
15 be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs,
16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
17
WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth by and through a Community Facilities
19 Agreement, CFA Number CFA24-0029; and
20
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
21 the 5th day of March , 20 24, which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work, including any Change
24 Orders, as provided for in said Contract designated as Striping, Paving, Signal, & Street Light
25 Improvements to serve TCU University Drive (Intellectual Commons).
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.
32
CITY OF FORT WORTH TCUintellectual Commons
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised January 31, 2012
0
006213-2
PERFORMANCE BOND
Page 2 of 3
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 5th day of .
9 March , 2024 .
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ATTEST:
qvc�k
(Principal Secrpta
Patricia Ate. O'Neal
Assistant Secretary
Witness as to Principal
Witness as to Surety Namesia Anderson
PRINCIPAL:
J.T. Vauaitn Construction, LLC
BY: A
Signatu V r
Danny Thompson, CEO
Name and Title
Address: 9160 Sterlins St. Suite 100
IrvinE- TX 75063
SURETY:
SureTec Insurance Comnanv
BY: L�, &0—",
Signature �]
Vickie Lacv- Attornev-in.-Fact
Name and Title
Address:2103 CitvWest Blvd., Suite 1300
Fniictnn. TX 77049
Telephone Number: 713-812-0800
*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
TCU Intellectual Commons
City Project No. 104971
0062 13 -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 TCUIntellectual Commons
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised January 31, 2012
Bond No. 2000358
0062 14- 1
PAYMENT BOND
Page 1 of 3
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, J.T. Vaughn Construction, LLC known as
8 "Principal" herein, and SureTec Insurance CompaPyr _ , a
9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of
10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
11 Developer, Texas Christian University, authorized to do business in Texas "(Developer"), and the
12 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of two million four
13 hundred six thousand four hundred eip-hteen and seventy-six hundredths Dollars ($2,406,418.76),
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
15 payment of which sum well and truly be made jointly unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number CFA24-0029; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 5th day of March _, 2024 which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as Striping, Paving, Signal, & Street Light
26 Improvements to serve TCU University Drive (Intellectual Commons).
27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised January 31, 2012
006214-2
PAYMENT BOND
Page 2 of 3
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 5th day of
6 March , 2024
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ATTEST:
(Principal) Spcxet ry
Patricia COMM
Neal
Assistant Secretary
Witness as to Principal
ATTES -
( S IeXrlt
[tichard Covington, Att rney-in-Fact
f\, 'I",
Witness as to Surety Namesia Anderson
PRINCIPAL:
J.T_ Vaughn Construction, LLC
BY.
Signatur
Danny Thompson, CEO
Name and Title
Address: 9160 Sterling St. Suite 100
Irving. TX 75063
SURETY:
SureTec Insurance Comnanv
BY: La
Signature <-_�
Vickie Lacv, Attorney -in -Fact
Name and Title
Address: 2103 CitvWest Blvd.. Suite 1300
Houston. TX 77042
Telephone Number: 713-812-0800
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 TCUIntellectual Commons
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No, 104971
Revised January 31, 2012
006214-3
PAYMENT BOND
Page 3 of 3
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised January 31, 2012
Bond No. 2000358
0062 19- 1
MAINTENANCE BOND
Page I of 3
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we J.T. VauR-hn Construction, LLC , known as
8 "Principal" herein and SureTec Insurance Comoanv a corporate surety
9 (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, Texas
11 Christian University, authorized to do business in Texas ("Developer") and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the sum of two million four hundred six
13 thousand four hundred eip-ltte-en and seventv-six hundredths Dollars ($2,406,418.76), lawful
14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of
15 which sum well and truly be made jointly unto the Developer and the City as dual obligees and
16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns,
17 jointly and severally, firmly by these presents.
18
19 WHEREAS, Developer and City have entered into an Agreement for the construction of
20 community facilities in the City of Fort Worth by and through a Community Facilities
21 Agreement, CFA Number CFA24-0029; and
22 WHEREAS, the Principal has entered into a certain written contract with the Developer
23 awarded the 5th day of March . 2024 , which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
25 materials, equipment labor and other accessories as defined by law, in the prosecution of the
26 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
27 the "Work") as provided for in said Contract and designated as Striping, Paving, Signal, & Street
28 Light Improvements to serve TCU University Drive (Intellectual Commons); and
29
30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
31 accordance with the plans, specifications and Contract Documents that the Work is and will
32 remain free from defects in materials or workmanship for and during the period of two (2) years
33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
34
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised January 31, 2012
1
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006219-2
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
TCUIntellectual Commons
City Project No. 104971
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 5th day of March
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ATTEST: y
"AJ
(Principal) Secretary
Patricia A. O'Neal
Assistant Secretary
Witness as to Principal
Atre5i:
r�rkCt
Cnvin n, Attorney -in -Fact
Witness as to Surety Namesia Anderson
PRINCIPAL:
I_T_ Vaughn struction_ LLC
BY: L_(�
Signatu e
Danny Thompson, CEO
Name and Title
Address: 9160 Sterling- St. Suite 100
Irvina, TX 75063
SURETY:
SureTec Insurance Cmpgny
BA
Signature
Vickie Lacy, Attorney -in -Fact
Name and Title
Address:2103 CitvWest 131vd.. Suite 1300
Houston. TX 77042
Telephone Number: 713-812-0800
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
TCU Intellectual Commons
City Project No. 104971
SureTec Insurance Company
IMPORTANT NOTICE
Statutory Complaint Notice/Filing of Claims
To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or
to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at:
SureTec Insurance Company
9500 Arboretum Blvd., Suite
400
Austin, TX 78759
You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or
complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at:
PO Box 149104
Austin, TX 78714-
9104
Fax#:512-490-1007
Web: httD://www.tdi.state.tx.us
Email: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you
should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of
Insurance.
SIC TX Rider TDI Required Notices rev 07_2022 Page 1 of 1
POA# 4221914
JOINT LIMITED POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its
principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state
of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint:
Marc W. Boots, Vickie Lacy, Richard Covington, Maria D. Zuniga, Joseph R. Aulbert, Ashley Koletar, Ryan Varela,
Heather Noles, Stephanie Moore Harold, Dylan Young, Ashley Coleman, Melanie Salinas
Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on
their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however,
that the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
Fifty Million and 00/100 Dollars ($50,000,000.00)
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec
Insurance Company and Markel Insurance Company:
"RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer
and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or
acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and
acknowledge as the act and deed ofthe SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of
suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be
signed by their duly authorized officers on the 9th day of November , 2023 .
SureTec Insurance Company
By:,
Michael C. Keimig, Presldent
State of Texas
County of Harris:
pany
,ident
On this 91h day of November , 2023 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified,
came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and
they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the
seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed
and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies
referred to in the preceding instrument is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written.
JULIE E. MCCLARY
Notary Public State of Texas,
By:
Commission # 12947680-5
•: rE"oF �*�` ff le E. McClary, Notary Public
Commission Expires March 29, 2026
y commission expires 3/29/2026
We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the
foregoing is a full, true and correct copy is still in full force and effect and has not been revoked.
IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the day of
tir I ,Sur Company
B�
M. Br nt Beaty, A istant Secretary
Markel Insurance Company
BRwMa
AsL'J�&
Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221914
For verification of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST.
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
Article6 - Other Work at the Site...................................................................................................................26
6.01 Related Work at Site................................................................................................................... 26
Article7 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 of Defective Work ...................... 29
11.01 Notice of Defects........................................................................................................................29
11.02 Access to Work........................................................................................................................... 29
11.03 Tests and Inspections.................................................................................................................. 29
11.04 Uncovering Work....................................................................................................................... 30
11.05 City May Stop the Work.............................................................................................................30
11.06 Correction or Removal of Defective Work................................................................................30
11.07 Correction Period........................................................................................................................ 30
11.08 City May Correct Defective Work............................................................................................. 31
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
Article 13 - Suspension of Work....................................................................................................................33
13.01 City May Suspend Work............................................................................................................ 33
Article14 - Miscellaneous.............................................................................................................................. 34
14.01 Giving Notice.............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ......
14.03 Cumulative Remedies .......
14.04 Survival of Obligations.....
14.05 Headings ............................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
34
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0073 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE I — DEFINITIONS AND TERNHNOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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
M. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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 the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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41. Work —The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 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.
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ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits o£
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: NO N E
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: NONE
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:: NONE
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
® Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
® Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 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 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. 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
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor.
Developer/Contractor.
City will forward all invoices for retests to
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
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
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
00 73 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:
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
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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
00 73 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 i£
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 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
Pagel of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
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.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104971
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 TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104971
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104971
Revised December 20, 2012
012500-1
DAP SUBSTITUTION PROCEDURES
fy xej 11130D1WAS1111
481:3611011011002 ' ' I11*011iI=
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Pagel of 4
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or -equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or -equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or -equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance ofproposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
4. Substitution will be rejected if
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
012500-4
DAP SUBSTITUTION PROCEDURES
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
1W
Page 4 of 4
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013119-1
DAP PRECONSTRUCTION MEETING
(1 xey I 1130111MIRU
19;411416 ►6VK181Jl1116MISTlal►[el
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Pagel of 3
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013119-2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
0131 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
I DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCUlntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013233-1
DAP PRECONSTRUCTION VIDEO
Pagel of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
�� 019i I [9ADI[T9111i:
U7:11 moil] 0UV1101I:11Q.y
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
013300-1
DAP SUBMITTALS
Page 1 of 8
General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Sectionnumber.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/z inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-3
DAP SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of.
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-4
DAP SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare -parts listing and printed product warranties
12) As applicable to the Work
H. Samples
As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on -site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City fords to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit aP.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
013300-8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised August 30, 2013
01 45 23
DAP TESTING AND INSPECTION SERVICES
Pagel of 2
0I(61111101111E,14*1
1Y1fy1010[ef:1►1101►61491I4i0[6HWw "01
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another form of
distribution approved by the City.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
01 45 23
DAP TESTING AND INSPECTION SERVICES
Pagel of 2
0I(61111101111E,14*1
1Y1fy1010[ef:1►1101►61491I4i0[6HWw "01
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another form of
distribution approved by the City.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
015000-1
DAP TEMPORARY FACILITIES AND CONTROLS
Pagel of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
flUM97101W.1e177\•/u101e189 t014011117Dfy
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised JULY 1, 2011
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised JULY 1, 2011
015000-3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised JULY 1, 2011
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised JULY 1, 2011
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
f.�Yj.��7�1;7uIIlYG�►1�7u[�J�71�1[�1:rY[�]►f.�� ' � �M[KK�]►11Y;Z�]Y
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised July 1, 2011
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised July 1, 2011
0157 13 -1
DAP STORM WATER POLLUTION PREVENTION
Pagel of 3
SECTION 0157 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 — General Requirements
3. Section 3125 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised July 1, 2011
0157 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised July 1, 2011
0157 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 0133 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Pagel of 2
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
https://asps..fQrtworthtexas.gov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 0133 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
END OF SECTION
Revision Log
SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised March 20, 2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagel of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control ofpremises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
017000-1
DAP MOBILIZATION AND REMOBILIZATION
f 1 019i 1113011jrLIDI11
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Pagel of 4
Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH TCU Intellectual Commons
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Revised April 7, 2014
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
017000-3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section I.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Emergency Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
DATE NAME
4/7/2014 M.Domenech
104eI ZI] 0&1 xah I to] ►I
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
Page 4 of 4
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
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3 PART1- GENERAL
4 1.1 SUMMARY
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017123-1
CONSTRUCTION STAKING AND SURVEY
Pagel of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. See Changes (Highlighted in Yellow).
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As -Built Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
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01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
1l1c=;701 W D148110109i xy
A. Definitions
1. Construction Survev - The survey measurements made prior to or while
construction is in progress to control elevation, horizontal position, dimensions and
configuration of structures/improvements included in the Project Drawings.
2. As -built Survev —The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Staking — The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
website) — 01 71 23.16.01— Attachment A Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
on City's Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
25 1.4 ADMINISTRATIVE REQUIREMENTS
26 A. The Contractor's selection of a surveyor must comply with Texas Government
27 Code 2254 (qualifications based selection) for this project.
28 1.5 SUBMITTALS
29 A. Submittals, if required, shall be in accordance with Section 0133 00.
30 B. All submittals shall be received and reviewed by the City prior to delivery of work.
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
32 A. Field Quality Control Submittals
33 1. Documentation verifying accuracy of field engineering work, including coordinate
34 conversions if plans do not indicate grid or ground coordinates.
35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City
36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
37
38 1.7 CLOSEOUT SUBMITTALS
39 B. As -built Redline Drawing Submittal
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
2 constructed improvements signed and sealed by Registered Professional Land
3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
4 — Survey Staking Standards) .
5 2. Contractor shall submit the proposed as -built and completed redline drawing
6 submittal one (1) week prior to scheduling the project final inspection for City
7 review and comment. Revisions, if necessary, shall be made to the as -built redline
8 drawings and resubmitted to the City prior to scheduling the construction final
9 inspection.
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Construction Staking
13 1. Construction staking will be performed by the Contractor.
14 2. Coordination
15 a. Contact City and Developer's Project Representative at least one week in
16 advance notifying the City of when Construction Staking is scheduled.
17 b. It is the Contractor's responsibility to coordinate staking such that
18 construction activities are not delayed or negatively impacted.
19 3. General
20 a. Contractor is responsible for preserving and maintaining stakes. If City
21 surveyors or Developer's Project Representative are required to re -stake for
22 any reason, the Contractor will be responsible for costs to perform staking. If
23 in the opinion of the City, a sufficient number of stakes or markings have been
24 lost, destroyed disturbed or omitted that the contracted Work cannot take place
25 then the Contractor will be required to stake or re -stake the deficient areas.
26 B. Construction Survey
27 1. Construction Survey will be performed by the Contractor.
28 2. Coordination
29 a. Contractor to verify that horizontal and vertical control data established in the
30 design survey and required for construction survey is available and in place.
31 3. General
32 a. Construction survey will be performed in order to construct the work shown
33 on the Construction Drawings and specified in the Contract Documents.
34 b. For construction methods other than open cut, the Contractor shall perform
35 construction survey and verify control data including, but not limited to, the
36 following:
37 1) Verification that established benchmarks and control are accurate.
38 2) Use of Benchmarks to furnish and maintain all reference lines and grades
39 for tunneling.
40 3) Use of line and grades to establish the location of the pipe.
41 4) Submit to the City copies of field notes used to establish all lines and
42 grades, if requested, and allow the City to check guidance system setup prior
43 to beginning each tunneling drive.
44 5) Provide access for the City, if requested, to verify the guidance system and
45 the line and grade of the carrier pipe.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
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01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -
built surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 250 linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 25O linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as -built survey including the elevation and
location (and provide Written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
1
d)
Fire hydrants
2
e)
Valves (gate, butterfly, etc.)
3
f)
Air Release valves (Manhole rim and vent pipe)
4
g)
Blow off valves (Manhole rim and valve lid)
5
h)
Pressure plane valves
6
i)
Underground Vaults
7
(1) Rim and flowline elevations and coordinates for each
8
Underground Vault.
9
3) Sanitary
Sewer
10
a)
Cleanouts
11
(1) Rim and flowline elevations and coordinates for each
12
b)
Manholes and Junction Structures
13
(1) Rim and flowline elevations and coordinates for each
14
manhole and junction structure.
15
4) Stormwater — Not Applicable
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY
19 PART 2 - PRODUCTS
20
A. A construction survey will produce, but will not be limited to:
21
1.
Recovery of relevant control points, points of curvature and points of intersection.
22
2.
Establish temporary horizontal and vertical control elevations (benchmarks)
23
sufficiently permanent and located in a manner to be used throughout construction.
24
3.
The location of planned facilities, easements and improvements.
25
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
26
areas, utilities, streets, highways, tunnels, and other construction.
27
b. A record of revisions or corrections noted in an orderly manner for reference.
28
c. A drawing, when required by the client, indicating the horizontal and vertical
29
location of facilities, easements and improvements, as built.
30
4.
Cut sheets shall be provided to the City inspector and Survey Superintendent for all
31
construction staking projects. These cut sheets shall be on the standard city template
32
which can be obtained from the Survey Superintendent (817-392-7925).
33
5.
Digital survey files in the following formats shall be acceptable:
34
a. AutoCAD (.dwg)
35
b. ESRI Shapefile (.shp)
36
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
37
standard templates, if available)
38
6.
Survey files shall include vertical and horizontal data tied to original project
39
control and benchmarks, and shall include feature descriptions
40 PART 3 - EXECUTION
41 3.1 INSTALLERS
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
1 A. Tolerances:
2
1. The staked location of any improvement or facility should be as accurate as
3
practical and necessary. The degree of precision required is dependent on many
4
factors all of which must remain judgmental. The tolerances listed hereafter are
5
based on generalities and, under certain circumstances, shall yield to specific
6
requirements. The surveyor shall assess any situation by review of the overall plans
7
and through consultation with responsible parties as to the need for specific
8
tolerances.
9
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
10
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
11
1.0 ft. tolerance.
12
b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
13
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
14
walkways shall be located within the confines of the site boundaries and,
15
occasionally, along a boundary or any other restrictive line. Away from any
16
restrictive line, these facilities should be staked with an accuracy producing no
17
more than 0.05ft. tolerance from their specified locations.
18
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
19
electric lines, shall be located horizontally within their prescribed areas or
20
easements. Within assigned areas, these utilities should be staked with an
21
accuracy producing no more than 0.1 ft tolerance from a specified location.
22
e. The accuracy required for the vertical location of utilities varies widely. Many
23
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
24
should be maintained. Underground and overhead utilities on planned profile,
25
but not depending on gravity flow for performance, should not exceed 0.1 ft.
26
tolerance.
27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
28 specifications or in compliance to standards. The City reserves the right to request a
29 calibration report at any time and recommends regular maintenance schedule be
30 performed by a certified technician every 6 months.
31 1. Field measurements of angles and distances shall be done in such fashion as to
32 satisfy the closures and tolerances expressed in Part 3. LA.
33 2. Vertical locations shall be established from a pre -established benchmark and
34 checked by closing to a different bench mark on the same datum.
35 3. Construction survey field work shall correspond to the client's plans. Irregularities
36 or conflicts found shall be reported promptly to the City.
37 4. Revisions, corrections and other pertinent data shall be logged for future reference.
38
39 3.2 EXAMINATION [NOT USED]
40 3.3 PREPARATION [NOT USED]
41 3.4 APPLICATION
42 3.5 REPAIR / RESTORATION
43 A. If the Contractor's work damages or destroys one or more of the control
44 monuments/points set by the City or Developer's Project Representative, the monuments
45 shall be adequately referenced for expedient restoration.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
1 1. Notify City or Developer's Project Representative if any control data needs to be
2 restored or replaced due to damage caused during construction operations.
3 a. Contractor shall perform replacements and/or restorations.
4 b. The City or Developer's Project Representative may require at any time a
5 survey "Field Check" of any monument or benchmarks that are set be verified
6 by the City surveyors or Developer's Project Representative before further
7 associated work can move forward.
8 3.6 RE -INSTALLATION [NOT USED]
9 3.7 FIELD [OR] SITE QUALITY CONTROL
10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
11 City or Developer's Project Representative in accordance with this Specification. This
12 includes easements and right of way, if noted on the plans.
13 B. Do not change or relocate stakes or control data without approval from the City.
14 3.8 SYSTEM STARTUP
15 A. Survey Checks
16 1. The City reserves the right to perform a Survey Check at any time deemed
17 necessary.
18 2. Checks by City personnel or 3rd party contracted surveyor are not intended to
19 relieve the contractor of his/her responsibility for accuracy.
20
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
Added instruction and modified measurement & payment under 1.2; added
8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text"; revised measurement and payment sections for Construction
2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
017123-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
measurement criteria; revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised February 14, 2018
SECTION 0174 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
01 74 23 -1
DAP CLEANING
Page 1 of 4
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2-PRODUCTS
2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on -site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re -seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
017719-1
DAP CLOSEOUT REQUIREMENTS
Pagel of 3
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
0177 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOTUSED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 0178 39
2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
0177 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
DATE NAME
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP application
CITY OF FORT WORTH TCU Intellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Pagel of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 1/2 inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
1b7•r0�OEAul0,
8/31/2012 D. Johnson
4/7/2014 M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
1.5.A.1 — title of section removed
Revised for DAP Application
Page 5 of 5
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
017839-1
DAP PROJECT RECORD DOCUMENTS
Pagel of 4
f 1 019i I [1301111rF1Ici9
' ' ea111"ti0le):1111141410U10►0M
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2-PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
017839-3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
11174021
4/7/2014
h/:W h!
M.Domenech
END OF SECTION
Revision Log
SUMMARY OF CHANGE
Revised for DAP Application
CITY OF FORT WORTH TCUIntellectual Commons
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104971
Revised April 7, 2014
FoRT Wo Rn CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
`
STANDARD PRODUCTS LIST AS OF O1/2912024
Caecrete
919120n
03 30 DO
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Aroctiom Conciete Cornowy
30CAF029 3000 on Concrete for Sidewalks & ADA Rams
9W2022
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013AF382 1000 psi Concme Base Material fiat Trench Repair
9Nf2022
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40CNF065 4000 psi Cormcie for Manholes & UWay Structures
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919/2022
03 30 00
Moe D�
beano
Bence Texas
4OU553BG 40DOys i Comcrctc Mu for MscbRw Placed Paving
9/7/2022
03 30 00
Moe
Bmnoo Texas
11UlI'll 4DOdpsi Conertc Mix for q'Aj — 3v Snmgib Paving
9NI=
03 30 00
Mixri7qjp
Bung Texas
301J IOOAG 3000 im Concrete Moe far Pipe Colmi [olds, Thrum Blocks, Sidewalks. ADA Foams
9N/2A22
03 30 00
Mix D=X11
Buroce Texas
301Ji Ol AG 3000 4 Coma c Mix far Flatwork
9/9/2022
03 30 00
Mix Design
Borneo Texas
30U500BCi 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, lunation Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Rq
9M2022
03 30 00
Mix (7 j�
Bm-wo Tcxas
40US00BG 4000 psi CCooncrcle Mix for Storm Dram Structures, Drim a}s+Scum Walls, Callas
9/9/2022
03 30 00
Mix F_�',irhd,",
Btmica Texas
36U500BG 3600 psi Commit Mix for L MR and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Dc4p
Burnes Texas
09Y450BA NO Pt ComenrtC Mix for Base for Tremcb Repair
9IW2022
03 30 00
Mbc Design
Bun" Texas
01Y690BF 100 pm Concrete Mix for Fiowablc Fill
l/812024
03 30 00
Wz ➢CSign
Bunco Texas
3SU502BG 1 5.74 Socks/ 3,600 psi Concrete Mu for k ;inn & Traffic Signal Fourulatioas
4d1=3
013436
Mix Design
3Hnrrca Tczas
i0YH50BF IODO CancrcI Base Material rvr Tr k-t1j a r
9/912022
03 30 00
Mix
Carder Concrete
FWCC60202I 4500 psi w=czte for Hand Placed Paving
%9/2M
031000
Mile ign
Carder Concrete
FWCC552091 3600 psi for Machine Placed Pavf¢
9MO22
03 30 DD
Mix Deli
Carder Concrete
FWCCO2091 3600 ppsi for Machine Paced Paving
919R022
03300D
mixDesigO
CardcrConcrele
FWCC359101 FiowablcFill -CLSM
91917022
03 3010
Km Design
Carder Concrete
FWFF237501 F7pwabk Fill - C1SM
91MOU
03 30 00
Mix Design
Carder Commie
FWCC60200] 4000 pNi Concrete for Storm Dram Smcturca, Manholes, Headwalls. ReeainmR Walls, VwHof Guess, Drive Approwlacs
91920I2
03 30 00
Carder Cnncrcm
FWCC502021 3500 psi eomtretc for Sidewa5m. Dm�vays. R4W5, Curb & Gutter
419ROZ2
03 30 00
Mix iksUcp
Carder Comcretc
FWCC500001 3000 px' for Sidewalks. Dnvrwiii liamws. ClmL & Guncr. Flatv:vrlk
9/9/2022
03 30 00
Mix Design
Conc
�h
4142 3600 V� Concrctc Lhrh Isle#, Junction Boxes
R,1=2
03 30 00
Moe Dex=
C*wmtr
4518 4000 Pm Cantor for Hcadwalk, Kral%Falls
9/9/2022
033400
Mix DrstRtg
Cancreir
5167 3NO psi Corw-mw Mix for Mach c 1= Pavft
9M2022
03 30 00
Mix Dqw n
Cher oncrctc
4609 4500 psi Comme Mix for Hand PlecW Pacing, Manhoes
919Ii022
03 30 00
Mix Design
Char Coxrcte
6103 a5D0 poi Concrete Mix for Head Placed Pavnrgt, Manholes
9N/2022
035000
WX De m
Char Coactetc
4502 3000 Pq Cooercic Mix for Sidewalks
9N/2022
03 30 00
Mix Dcsrrpn
Char Comore
37591000 �CaPere Mbc rot Sidewalks
91"OZZ
03 30 00
Mix. Desm
a Conertle
1502 150 QQs7. Coocrctc Sot FSowable Fgl-CISA!
919r2022
033000
Mix Desty
Chm]r Caricrcic
1518 I50 ifsi Coacrcte rpr Flmvabk Fd1-C -SM
Omen
03 30 00
Mix Design
ZIC Camerae
5642 40DO psi Concrete fmr Storm Drain Structures
9r9R022
03 30 00
Mix Design
Cher _ s Concrete
6595 SWO Psi ConcMe Mir for 11igb Bart Size: p�jy
9NQ022
03 30 00
Mix Dealing
Char sConcrete
6589 45M 7 Concrete Mic Inc Higb Early Strcryn Paving
919/2M
03 30 00
Mix Deavtp
Chw'w TYai] Redi Mole
C13020AET i Concrete for Driveways, Curb & Guaer
419/ 2
03 30 00
Mix Des=
CdyCOMM Company
11-350-FF $0-I50 psi Concrete for Plowable Fii1-CLSi4
FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/29/2024
Concrew (Continued)
9&2M2
03 30 00
Mix Design
C' Concrete Con[mr
30HAZSII 3M m Codeine ibr=Vp
9/9/2022
03 30 00
Mix Design
i[v Concrete Company
30fW0113000 psi Concrete Mixkin Sidewalks, Flatwork, Pads
9/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25D 3600 psi Concrete Mixfor Drffied hafts/Lighting and Traffic Signal Foundations
919Mr:O22
03 30 00
Mix Design
City Concrete Company
525H 3600 psi Slurry Displaced Drilled Shaft
9/9/2022
03 30 00
Mix Design
City Concrete Company
4TNA2011 4500 psi Concrete Mix for Hand Placed Paving
919f2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
9M20N
03 30 00
Mix Design
City Concrete Company
36JA001J 3600 psi Concrete Mix for Machine Placed Paving
91912022
03000
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix Apr Storm Drain Structures
WIGM
03 30 00
Mix Design
City Concrete Company
CLN0251I 3600 psi Concrete for Drilled ShaR/<.;P�g and Traffic Signal Foundations
515i2023
M 3000
Mix Design
City Concrete Company
CCNA250AG 3600 psi Concrete for Drilled Shaftsl.ivhtina and Traffic Signal Foundations
575/2023
03 3000
Mix Design
City Concrete Company
CSSQA250AG 3.600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
9/9/2022
03 30 00
Mix Delpo,
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
9/9/2022
03 3000
Mix Design
Cow Town Redi Mix
350 3000 si Concrete Mix for Sidewalks, Driveways, ADA Ramps
9I9aM
033413
Mix Design
Cow Town Redi Mix
9 70 ysi Plowable 'i - CLSM
9/9/2022
033413
Mix Design
Cow Town Redi Mix
9-S-2 70 psi Plowable Ff - CLSM
9/9/2022
03 3413
Mix Desi/gin
Cow T= Redi Mix
2W-8 50 psi Concrete Mix for Flowable Fill - CLSM
9M2022
03 34 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Plowable Fill - CLSM
9IW2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench RGpair
9IW2022
03000
Mix Design
Cow Town Redi Mix
330-S8 750 psi Concrete Base Material for Trench Repair
919I2022
03 30 00
Mix Design
Cow Town Redi Mix
353 3000 yisi Concrete Mix for Sidewalks, ADA 1rt,,,®,,,,s, Driveways, Curb & Gutter, Safetv End Treatments. Non-TxDOT Retaining Walls
9i9l=
03 30 00
Mix Design
Cow Town Redi Mix
253•W 3000pai Caocme Mix Sidewalks, ADA Ramps. Dmnmay5. Curb & Curter. Sa%v End Tmm wts Non-TxDOT Relabo= Walls
9/9/2022
03 30 00
Mix D.W
Cow Town Redi hffx
260 40M Cow ie Mic for Bnd Slabs, Box Culverts. Headwalls
9/9/2022
0334300
Mix Desum
Cow Town Reiff Mix
260-1 3fi60 O s Concrete �iix ror Iieadw.Us
9112022
03 30 00
Mix Design
Cow Town Re& Mix
260-2 3600 ypi Concrete Mix for Box Culverts, Headwalls
919=2
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 44$r Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
9i41202Z
03 30 00
Mix Design
Cow Town Redi Mix
360-1 psi Concrete Mix for Box Culverts. Headwalls. Wingwalls
9/9/2022
03 30 00
Mix
Cow Town RediMix-
264-N 4500➢pi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
9/9/2022
03 30 00
Mix
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Payi�
9/9/2022
03 30 00
&fix Design
Caw Town Rcdi Mix
3654500 yygi Concrete Mix for Hand Placed Paving
9/9/2022
033000
Mix Design
Co. Town Redi Mix
370-NC 4500 psi Concrete for HES Pavm* r
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-lNC 5000 psi Concrete for HES PaYM
9/9/2022
03 30 00
Mix Design
Cow Town Rsdi Mix
375-NC 5000 y$i Concrete for HES PaJ'�
9N/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and�k Structures
9/9/2022
03 30 00
Mix DFii®
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box nerts
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 QQsi Concrete Mix for Cast -in -Place Box Culverts
9/9/2022
03 30 00
Mix Deg
Cow Town Redi Na
255-2 30(10 Psi Concrete Mix for Inlets. Thrust Blocking, Concrete Encasement
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 yp C? grete mix f r Valley Gutters
Knerete
11/14/2022
32 13 13
Mix Delp
Cow Town Redi Mix
357-M 36b0 psi Mix for Machine Placed Pk4W
9/9/2022
33 13 13
Mix Der
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
919/2022
34 13 13
Mix Degjp
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
9/9/2022
35 13 13
Mix De;Igo
Cow Town Redi Mix
360-M 4000ysi Concrete Mix for Machine Placed Paving
9/9/2022
03 30 00
Mix Des fp
Cow Town Redi Mix
255-LP I psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix De4p
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
9/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 1500 psi Concrete Mix for Ratwork, Inlets. Thrust Blocking Concrete Encasement
9/9/2022
013000
Mix Design
Cow Town Redi Mix
3553000 ' qi Concrete Mink for Inlets, Thnut Bloc ' g, Concrete Encasement
9/9/2022
013000
lk . Design
Cow Town Redi Mix
365-STX 4000 psi Concrete for Bridge slabs, too s� of direct traffic culverts, approach slabs
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
t6/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
3WDS 3600 psi Co=tte ibr Drilled ShLft[Ughtvig and TratEc Sigria] Foundaiwn
11/18/2023
03 3000
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paving
11/29/2024
3413 13
Mix Dqlxn
Estrada Ready Mix
4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi (a), 3-day) Concrete for HES Paving
11/29/2024
03 30 00
Mix Design
Estrada Read}y� Mix
R3050AEWR / 5.00 Sacks 13,000 psi Concrete for Sidewalks. Ramps, Inlets, and Manholes
11/29/2024
03 30 00
Mix Design
Estrada Reai Mix
R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for llcadwa0s, W-il sand G5ilverts
1 1/29/2024
033000
Mix Design
Estrada Ready Mix
R4060AEWR 16.00 Sacks / 4.000 psi,(�'pncret@y f.or Bridge Slabs, Top Slabs, and Approach Slabs
11/29/2024
32 13 13
Mix Design
Estrada Ready Mix
R4560AEWR/ 6.00 Sacks / 4,500 psi loncrete IDr Hand Placed Pa '
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 ri Concrete for for Sidewalks, Rog, Headwaalla , and Storm Dram Structures
9/9/2022
03 30 00
Mix Design
GCH Concrete Services
GC1-IV5 4000 yysi Concrete for Machine Placed Paving
9/9/2022
013000
Mix Design
(XH Concrete Services
GCH4500 4500 ypsi Concrete Hand Placed Pa
9/9/2022
03 30 00
Mix Design
ingrain Concrete & Aggregates
C47PV5E5 3006 si Concrete for Sidewalks, ADA
9/9/2022
03 30 00
Mix Design
ngmm Concrete & Aggregates
2MWR-70J23504 3000 Q,si Concrete for Sidewalks, ADA Raytps
9/9/2022
03 30 00
Mix Design
ngram Concrete & Aggregates
2MWR-147 W5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Design
ngam Concrete & Aggregates
2jviV�R-C�D5 4000 ysi Concrete Machine Placed Pavel
9/9/2022
03 30 00
Mix Design
ngram Concrete & Aggregates
2 1 1 M 45 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Design
to Concrete & Aggregates
1 R��CC77gqON 4500 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
Mix Des
In onerete & AVeregotcx
1P 45t10 psi Concrete for Hand Placed Paving
9/9/2022
03 30 00
M x Dew
f� � mme & �y9 gates
ji
?12pegates
C47PV5E5 3000 usi Concrete Mix for Sidewalks, ADA Ramps
4/7/2023
03 30 00
mix Design
e. Concrete &
IOLQS50N 3.600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
9/9/2022
03 30 00
Mix Design
Ingram Concrete & Agpegates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 0112912024
Comi �natinuedl
914 on
03 30
Mix Damn
HPM m - SOR. Inc,
5177 3000'1 Caccmu Mix for Sidewalks
914l2O22
03 30 00
Mix Dajjn
Hakim - sole lac.
1261 30DD I Concrete Mix for Sidewalks
9/9/2022
4 30 00
Mix Des=
Holcm - SO& lac.
2125 45M Pq Concrete for IIES Paving
Mon
03 30 00
Mac Doyen
Hokim - SOR Inc.
1701 400D 09 Corrcrete Mix for Storm Drain Slrucly , Sanitary Scwcr Manholes. Function Box
919I20Z2
03 30 00
Mix Des�a
Hakim . SQR, lur
5409 4000 p� Comlrm Mix for Sidewznm Inlet:
9&2022
03 30 00
Mix Design
Holcian - SOF ]ten~
5507 450D test Cmncrete Mix for Hand Placed Paring
17JISPI- 2
3 30 00
Mix DeW
Holcun - SOR, Inc.
3741 IOD psi cancrclr t 0cwablc 6=LM
9IW2022
Oa 30 OD
Mix Dn=
Holden - SOR. Inc.
5017 ZO0 psi Concrete frrc ease Mstrr a! for ireach
99R022
03 30 DO
Mix Dq
Hakim - SOR. Inc.
9600 36N psi Concrete for Drill ShaRsfLimbZ and Tmf5c S'',gtvotmdotioos
9&2022
03 30 DO
Mix Des
Hakim - SOR. Inc.
1851 4500 psi Concrete for Sturm Drom Structures, Hand Placed Pa
f V2022
4 30 00
Mix Dnikn
Holcim - SOP, Wc.
182Z 36M 4 Concrete for Didled ShdWLi and Traffic S Foundations
91BI202Z
03 30 00
Mix Design
Hokua - SOK lac.
1859 4000 Concrete for Dn71nd SlidbiLiRlaulg and Traffic Srlmal Foundations
9f912pQ2
03 30 00
Mtn
Hakuu - SOR, [ac
�
135E 3uQQ ppr �perate MA for B
47/2.0023
447P_OZ3
03 30 00
03 30 00
Mac;
Stone
Stone
C30i17 +� �s nxrate for S' Apmoar� arrl Driveways.
Concrete
4nf=
03 30 00
Mac
Mix
Stone
C361ANF- A 3,600 t � approach
for walLd�vew ay, =�a box 70110
C361DHk 3.60D �Contrttc for
112+112023
033000
M[k
j..p Stone
I�RlLweiae�md Traffic Sil:aa] Fouidati os
C4511)HA-Ad�' torterte far HFS Pave¢
919I20id
03 30 00
Mill 12p
�jamy Mnriett
R2i3Z214 3, vst accrete for Sidexvfl.-s do
919r2022
03 30 00
Min D-2�Fp
Mrutin Mariam490SC
3.000 psi Connote (arms
919 AU
03 30 OD
VAX Dosp
Martin Markrm
i91214 3,006 Psi Concrete jut id"." & s
919I2022
03 30 00
Mix Dr3in
Martin Marietta
RZ131314 3A00 psi Concrete for Sidewalks & s
9/9/2022
03 30 00
Mu Dcsiml
Mwtm Marietta
R2136014 3,0D0 psi Concrete for Sidewalks & s
91912022
03 30 00
Mix Design
Mmtm Marietta
R2136214 3,OD0 psi Concrete for Sidewalks & �tanms
9/9/2022
03 30 00
Mac Deep
Martin Marietta
R214L224 4,0D0 psi COMMIC for SUCWtilk5 & s
9MM2
03 30 00
Mix Dasnm
Marton Marietta
RZ14L024 4,ODO psi Concrete far S dewa0cs & Maraca
919 =
053000
Mrx Dnsig
Martin Mancha
R2136224 3,600 psi Concrete for Curb Inlets
919r2O22
03 30 00
Mac Dasi p
Martin Me tta
R2141233 3,600 y i Concrete for Sto�fn Struc� ���� Inlets, 9 Wkhng & Encasement
91912=
09 30 00
Nfix Dtsngn
Martin Marietta
FLOW25A 50pat Concrete for Flowable FiWCLSM
919r2022
03 30 00
Mix jkam n
Martin Marietta
R2142233 3.&0 4 Concrete for Manholes. Inlets & Headwalls
9MU022
03 30 00
Mix!'1`.W
Martin Marietta
R2146333 3,6W p§n Concrete for Manholes. Inlets & Headwalls, Concrete Encasement
9PMM2
033000
Mac wj�v
Martin Marxtta
R21412304,000 an Concrete for Mmnhn Ws, lnkts & Headwalls. Valve Pads
MOM
03 30 00
Mix Dosp
Martm Marietta
R2146035 4.0001 Concede for Manholes. InkLs & Headwalls. Valve Pads
9MO22
03 30 00
Mix Desllp
Martm Marietta
R2146335 4.500 par Concrete for Hand Placed Paring, Inlets. Storm Drain Structures
IIINi022
321313
M. Dew
Martin Marietta
41NZ7 4,000 psi Concrele for Machine P]acedyy�� �- [
Ila=
32 D 13
Mix Design
Martin Marietta
41 K30 4//DDO q CorwMe far Machmc Place�Pavinc
E46N-M
1112/2022
32 U 13
Aix iz n
Martin Marietta
4,N0 vsn C... for Hand Placed Pwalg
I1fIMMZ
33 13 13
Aix
Marlin Marietta
R214W36 4,300I Concrete for Hand Placed Pavytp,
11715/2p22
34 13 13
Aix
Martin Marietta
R2146P36 4,$00 pst Concrete for Hand Placed Pavtnq
I I=D22
3Z 13 13
Aix
Marit Marietta
R2146K36 4,300 psi Concrete for Hand Placed Par R
11I2 M2
32 13 13
An, tm
Martin Marietta
R21461435 / 6.11 sacks / 4,50T concrete for Hand Place Payout, Inlets, Manholes. licadwalls
1 H2121I,23
32 13 13
Am Demo
Marian Marietta
R2146K34 4,000 psi ConcreteInlets, Manholes, Hcadwoll3
11R11022
32 13 13
Alt Design
Martin Marietta
R214IN24 4.000 Concrete for ➢cx an Sidewad �s
11IM022
32 13 13
Mu Design
Martin Marietta
R214I K24 4,000 D�oncrete for Awtion Bexa, SidmTEU and Ratans
9W2022
03 30 00
Mix Design
Marion Marietta
E2146039 4.500 psi (`oncrete for Inku. Sloan Drain Structure
9/9/2022
03 30 00
Mix Design
Martin Marietta
RZI46036 4.500 psi Concrete for Hand Placed Pavum lnlcts
9MO22
03 30 00
Mix Delon
Martin Marietta
RZI46042 4.%0 psi Concrete for Hord Placed Pavbm
9.912022
03 30 00
Mix DW
Marvin Marietta
R2146242 4,500 psi Carniett far Hand Placed Paving
9r9R022
03 30 00
Mix Design
Mahn Marietta
R2146Z36 4,500 psi Concrett for Hand Ptaccd Paving
9l9121i22
03 30 00
MixI3-,,g t
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed ParjV
9,9RA22
03 30 00
MA Design
Martin Marietta
R21472414.500 Poi Concrete for Hand Placed Pao rig
4/1/2023
32 13 20
Mac Dt nz n
Marvin Marietta
K2136N14 / 5.00 sacks / 3,OOD psi concrete rr Sidewaks
4r112023
03 30 00
Mix Dcmn
Martin Marietta
P,2146P33 / 6.01 sacks / 4.ODD )i concrete for Bradlee Deck
4rI/Z023
03 30 00
Mix Design
Manin Marietta
R2146033 4,000 poi Concrete gr RjprxP
41V2023
32 1320
Mix Design
Mania Marietta
R2t36Y.14 3,000 psi comma for sidewalks anduvm
4r'1Id023
32 13 13
Mix Design
Martin Manama
R2161KI0 6AD0 si (3,000 psi C424 hrs. fir HRS Paving
�aus
4412023
03 30 00
M6c Design
Marlm Marietta
310LBP 3,69D psi�oncret1e�for
5 2212023
32 13 13
Ma Dcsi>trn
Manip Marietta
I[2i461(3716-22 cock i 4,5W 7�t�c for Iieod Placed Paving
4r1/2023
013000
Mix Desilm
Marlin .mamlta
R2141030 4.OD0 psi Corncreie for Ricrac
FORT WORTH.
CITY OF FORT WORTH TRANSPORTATIONIPUBLIC WORKS DEPARTMENT
STANDARD PROT)TICTS 1,IST AS OF 01/29/2024
Caa
atiovedl
550M3
63
Mix
Martin Marratia
M7842344 4.000 psi Concrete fvr Bridge Deck
&lump
61/2023
32 1320
3213 20
�exsps
Mix grn
Ma tzn
Martin Marielsa
Merit n ylane,
R2136R20 -1 \OW psi Concrete for 5idewnlica and Ra�
R2136N20 3, W psi Concrete for Sidewalks and
6r2712023
03 30 0u
Mx Res
Martin Marietta
112146N4116.44sackS 13,600 psi Concrete for 0!2 1 LJRlitmg and Traffic Si¢np} Foundations
627/2023
83 30 DO
Mic Dwwtcn
Martin Marectsn
L12146KAS 16.65 sacks 13.6W Psi Cancrele for Dnkd Siwfls! LiMine and TYafic Siimal Foundations
81A2023
03 30 00
Mix Design
Marlin Marina
U2146R41 16.44 sacks 14.500 psi Concrete for Drilled PirnN.ight Pule bpses"
V420D
03 30 00
Mix Design
Martin ,Marietta
R2136R1415M sacks 13,500 psi Canuete for Sidewallm and
Sn412023
32 l3 20
Ma JAcg n
17ertin Marietta
R2141RZ415.5314.000"Conerete for Junction Box, Box Culvert, Sidcwa}ka and stamps"
V412023
03 M 00
Mix no
Martin Marietta
R2146R3516.1114.500 psi Concrete for lsless, Menhoics, and Headwalls
9411023
321313
Mix Iles�tGt
Martin Marietta
R2146R3616. 1714.500 ass Coauele for Haul Phwod Pavaor
813W 3
03 30 00
Mix IIezIR!
Martin Marietta
R2141 R3015.85 SK14c000 j Cmnrrde for Box Culverts & Hcadwoihs
814=3
32 13 h3
Mix Design
Marian Marietta
02141 R2715.69 sacks 14A00 psi C-0nrnze for Machine Placed PaviKtg,
11MY2023
03 30 00
Mix Da'An
Martin Msrietta
R2146R33 / 6.01 Sesks14.000 asi Concrete Mix far CIP Sewer danhu
1112012023
03 30 00
Mat Desam
Malin Marietta
R2146K3316,0I Sacks 14.000 psi Cana c Mix for CIP Sewer Manholes"
12/22/2023
32 13 13
Mice Design
Marcia Marietta
R2i46R4416.60 Sacks 14,500 nsi Conctrre Mix for Flood Piaecd Paving
12T22l2023
321313
Mn lksiFa
A'lertin Mariacta
nI46K441 6.60 Saco 14-5011 nsi Concrete Mix for Hand Placed PavinP1
9/912022
32 13 20
Mix Des=
NCS Redi Mu
NCS5020A 3000 'Concrete Mix for Curb & Gutter, Vrivaways, Sidewalks
9/9/2022
03 30 00
Mix Design
N13R Read Mite
TX C-YY 3000 nsi Conarre Mix for Curb lakes
919121h22
03 30 00
Mix I"=
Nt31e Remy Mac
TX C-NY 3000 Coauxrte Mix for Curb Inners
9112/2023
033000
Mu Deswa
NSR Ready Moe
CIS PI•YY 16.08 Sacks 14.000 psi Cancnhe kr COHWs Mangoes. BOX Culverts
,I014P-M
a3 30 00
Mix Desires
MIR Ready Mix
CIS A-YY f 5.00 Sacks 13,000 Caacrote for Sidewalks & Rams, and Curb & Gutter
1014WD
03 30 00
Mac D-qF
NBR Reidy Mbe
CLS A-NYf 3.00 Sacks 13.000 i tw><mte far SirFawallcs &Ramp& arc! Curti & Gutter
IG1412023
32 1313
Min Design
NBR Reedy Mix
Tx C SF•YY 15.50 Sacks 13. CoI�Clrle for Machine Placed Paving.
P_0 IW47,3
321313
Mix Des=
NBR Ready Mix
TX C SF -NY 5.50 Sacks 1300 p15 Cvncrcic fur Mwhmc Placed PovmR
I0142023
1rd4/2023
3213 13
32 13 13
Mix
Mix �
NBR Ready Mil!
NBR Mix
CLS P2-YY 16.50 Saks 14.500 a5n Cvncrcic for Hand PEaccd Parau.
CLS
10/4/2023
�3 3413
Mix Data=
Ready
NW Ready Mix
F2-NY16.50 Sacks 14.500 Psi CvncrEe fvr Hand Paced Pavnoe
FrWFZO 1 150 nsi concrete for Flawabic
71LO12023
03 30 00
MAIDNIng
Ctsbum
30A50MR�5 S[C13.000 psi Capereac for Sidewalks
711WO23
32 13 13
Mat Deal=
0,014111
45A60UR 16 SKI4,500p�i Canrrctc for Hard Placed Paving
124 2023
03 30 00
MkDesi2n
Rapid Redi Mix
,g1`t'1 t'b� �Al 500 psi (Tacrcac for Hard Placed PavittP�
U,
124f2O23
1J3 30 00
Mk DesiJw
Rapist Redi Mix
RRMSS1SA g ' Concrete for Valkv Gutters. Sid.-V Approaches- AAA Ramys
111IM23
03 M 00
Mix DMUM
Rapid Redi Mix
RRM6020ASS 4080 psi Casvctc for Strom Oman Structura
1119CO23
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 og Concrete for BIv R
V182023
03 30 00
Mix Design
Rapid Rali Mix
RRMS020A 3000 par Concrete for Curs, Guatcs, Driwways, Sidewalk Rarms
9.912022
03 30 00
Mix P-jgn
Rc&Mix
DCAZE554 3OW plan Concrete Mix fvr Rip fAro
9M2O22
03 3O W
Mix Design
Rcdi-Mix
VQf11524 3000 On Cowrele. Mix fur Curs & Gutter
9,91T022
03 34 13
MA Design
Rcdi-Mix
FOC10021 215 vsi Flovvabb Fill - CLSM
9/9/2042
03 30 00
Max Design
Redi-Mac
10111524 3000 psi Concrete Mix far Driveways. Sidewalks, ADA Ramm
91912a22
03 30 00
Mix Design
Rath -Ma
I OJI 15M 3000 Corx�cte Mesa fur Sidewalks
9/99/2022
03 30 00
Mix Demon
Rvdl-Mix
10L315041,.0Q�eka 14,000 psi Concrete Mix far Sidewalks. Cub & Gutter, Sewer ManWo. lnless. & function Boxes
9192022
03 30 W
Moe Design
Redi-Moe
10L11524 / 6.00 Sack& 14,0W si Concede Mix Manhoks, lnkts, lunetian Hoxm Hradwalls
I
919P2022
03 30 00
Mix Design
Rcdi-Mix
IR711524 3500 Concrete for Thrust Blocks. Valve Pads
9/29/2022
03 30 00
Mac Design
Redi-Mac
1OL21524 4000 psi Concrete Mix for MuLhvlcs
9/9/2022
03 30 00
Max Deluca
Rcdi-Mix
15611524 4000 psi Concrete Mix for Cart-m-Place Storm Drain Stnaccurea
9/9/2022
03 30 00
Mac Design
Rcdi-Mix
IQLi 15E4 3WO pai Con crctr Mac fvr Bridge substmcmras
1191,02,
11111110
Mix
Redi-Mix
156115D4 4000 pal Bridq Slabs
919/7M2
033413
Mac
Redi-Mix
F35238VN I0Q fpr/Finwa IaFE-CLSM
9/9/2022
03 34 13
Mix
Rcdi-Mix
FOD138VM l0O 1% bi, ran - CLSM
919IM22
0134 13
Mic
Rcdi-Mlx
IOR 1554 3000 p�Cvisc c Mar far R, pw
99RA22
0 30 00
Mix
Redi-Mix
FOG138K9 1000 psi Concrete Mix for .h Remo Oast Material
91912Q22
03 3000
Mac
Redi-Mix
IOKI1524 3600 I Concrete Mac for Encasement
99R022
03 30 00
Mac tern
Radi-Mar
ION! I S07 4500 vq 12600 psiE24 frs" Canerete Mix ivr HES 1+aymg
A9l2122
03 30 00
Mar Design
Redi-Mix
IONI)504 5000 psg [3b00 psidays Coanretc Mix for IIES Pavmz
0330O0
Mu Design
RediMix
50K1 I524 3600 psi CanerlrFur achaae Placed Pmy=
99R.022
9SM22
03 30 00
03 30 00
Mu iFu
Mix �Ign
Redi-Mix
Rodi-Mix
IOMI 15D4 4500psi Concrete Mix for FLnd Placed Pa , Storm Drain Structures
1OM11524 4500 psi Concrete Mu fur Hand Placed Pa
91912022
03 30 00
Mu Desuv
Redi-Mix
1 OM11504 4500 psi Concme Mu for Fund Placed Pa r
9 912022
03 30 00
Mix I�k,�l,Y
Redi-Mix
Sa5Ct75P4 a500 v�i Concrete Mac inn iIgmd P3acca Pevlse Storm Dray 5ut enures
I IaaO22
03 30 00
Mix " 9°
Redi-Mbc
145P25P4 4%0 psi Cf acme �r 5 ro Drain Structures
1215f2022
03 30 00
Mix Dew
Redi-Mix
10KIISC4110 PV Concrete for'ficsrst Stocks. Valve Pads
h21S12022
03 30 00
Moe Dcaj�tt
Reels -Mix
I%I ISC4 4OW psi Concrete for CfP Storm Drain Structures
M'S12m
03 30 00
Mix
Rath -Mix
IOL115C4 3600 psi Concrete for Manhole. liskq. ]unction Sax_ Headwall
SII SfdD23
SISSr2w
033000
03 3000
Mist
Mix Mn
Redi-!Aar
Redi-Mm
80L115D5 3000 n Concrete fvr Drilled Slags Ligq{�" and Traffic Signal Foundations
IONS 15D6 Sh lacemept Shags, Underwater DrdiCd Shaft
9AU022
0314 13
Mix Dk
MM Concrete
300M 3,000 psi Cowrew ror Sidewalks and Rams, Curb & Garter
9Ma022
03 3413
,p
Mix Design
SRM Concrete
40050 4,000 psi Concrete for Headwalia, Retsitim WaIM. Collars
9WO22
03 30 00
Mix Design
MM Concrete
35423 3AN psi Ccrocmtc for Mnchme Placed Paving
9/9/2022
03 30 00
Mix Desurn
SRM Concrete
40068 3,600 psi Concroe for Machim Placed Paring
CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF O1/29/2024
RM2022
919f202Z
03
03 30 00
Mix
SRM Concme
SRM Concrete
45300 4,500 tv Concrete i7r Hand Pkeod%-F
45000 4,500� Concurtc fur Hard Piucd P�Y��,
9WO22
03 30 00
Mat Dp�n
SRM Cori rte
40326 4,500 f3� AD 3-dap} nsi Comm (o- r RE$�
91Rf1022
03 30 00
Mez
SW Concrete
35022 3\" nsi Cowme forhmctwn Bo Re ¢�Faih
9WO22
03 30 0D
Mix Dr ip�u
SRM CPtltletP
30050 3/000j Concrete for Sidewall s s, Inku, lotktivn Bases, Thrust 9tacky, Curb and Gutter, Drivewala. Barrier Raw
2r<02023
1113f2023
03 30 00
32
Mix
SRM Cancrc[r
50310 5 000 ysi Caacretc for 13E5 P���S
�5
V512023
R1912022
13 13
03 30 M
03 woo
Mix
Mu �
Met
SRM Concrete
SRM Concise
Turant Concrete
45023 �uiRctr for Hand Placed avmg
D 4,000 psi Coruretc far ach Stab, Deck Slab
A
} 1 Concrete Mix Sir and ed r.,,
919R022
919l:022
03 30 00
03 30 00
Mix
Tarrant Concrete
F1H6020AHP 45110y Concrete Mix for Hand Placed P
919W22
013000
Mix
Mix
Tarrant Concrete
Tarmut Cvarctc
TCFW60MOA1iP 45f16 Concrete Mix for Hand Placed Prong
FW7520AMR 4500 pit to ys) psi C ncme HES Pwaug
9P9/2022
03 30 OQ
Mee DqW
Tarrant Cmrereu
fl16320AMR 4500 f D9r 3 days) HES Pjtvmte
919MM
03 3000
Met
Tarrant Concrete
FW5520AMP 3600 10 Concrete for Mace Pbcod Pn-ine
95f2022
03 30 00
Mix
Tarrant Concur,
FW5320A 30M Coocretc Mu[
50-I50 h-V3M
919I,t022
03 34 13
Mix DW
Tarrant COBMIC
FWFF150G11- v��Fiowabf
9l9rM
03 34 13
Mix D
Tausard Coocrcto
FWFFZ75 50.150 p511`12k Fill - CLSM
9MM22
03 30 00
Mix De�
Tarrant Coocntc
��}yy 9���p(�j;[p�pp/Concrete Mix for Storm Dram Structures
10/10/2022
10110=2
03 30 00
Mix D
Tarrant Cou=c
piiE7AL 4000 Vp Concrete Far Manholes
03 30 00
Mo5
Tarrant Concrete
TCFW5020A IMO p Coanetc for Sidewalks
Z19R022
9!!E=
03 30 00
03 30 00
M1
Mix
Tarml Cow
Titan R%f Mix
FW5025A 3000 IConcrete M x for Curb & Gutter. Drivewa7s. S4cwalb. ADA Ramps
3020AE 1000 yFi L`Smcetr ioJ ads
919f2022
03 30 00
Aiac 13est�
Tarreud Concrete
CFS020A 30d6 u Cones: }11ec�ur6 and Gutter
91Rr=
013000
mix •Dt ljtri
Tarrazd Canacic
j(5525(�� I Cvncretc Mix for Sidewalks. Drive Anoroathes, ADA Ra
91R/2022
033000
Mix Dei�g
Titan y Mir
T&C4520 45 ,i vncretc for Hand Placed Pavmk
9l9I2022
9/9/2022
033000
03 30 00
Mnc DRjp
Mug
Truc Gra Rsdi ?rice
Troc Grrt Rsdi Mix
0250,230 30M R?l oncrete Mix for Flaiwork, �urb & Curler. Dweways, Sidcwa0cs, ADA Ranms
Concrete for
9)9nm
03 30 00
�p
W*
True i Rcdi mix
Z70.230 $13M Hand Placed eying
0M2301 30� Concret Mix for Curb k 6utter. Dri e"m Sikwaiks, ADA R.,
919/2022
0330 00
s
Trn �. Rsdi Mix
02602302 4000 usi Concrete Mug for Machine Placed Pa"
9r912022
03 30 00
Mus
True Grit Redi Mix
0255,2301 3600 V1 Concrete Mix for Machine Placed Paring
91912022
9f9R022
03 30 00
Mix
True Grit Redi Mix
0260.23014500list Comm Na for Hand Placed F-a,,
t V=023
033000
32 13 13
W
mix Eks�
True Grit Redi Mix
Wddcarer VA&Mix
0265.2301 4500 usi Concrete Mix fur VaDe Gutters, Pieced Puy
3620AI / 6,00 Sacks / 3,6W Psi Concsric nm for Machine Plated 4vinz
1 SI2012023
321313
Mix [ yam
Wi3dcancr Redi-Mix
4520Ai / 6,50 Sacks / 4.500 Psi Concrete Mix for Hand Plxr4 �
Z
11124VZO23
03 30 00
Mu.
Wildcalirr Redi-Mix
3020AI / 5.00 Sacks / 3.000 Psi Cuncrcre Mix For Sidcwa[ks and
11/30/2023
03 30 M
Mix Dqp
Wildcatter R.t&mm
4020A3 / 6.00 Sacks / 4.D00 Psi Concrete Mix For Sidewalks and inkts
9/9/2022
03 30 00
Mix Desifm
Vruse Redi Mix
3679 3600 nsi Concrete Mix for Ughling and Trafrw Signal Fontviatioas
pan Pavbq
9/9/2022
9/9/2022
3 2 16
32 12 16
Mug DesiRn
Mix Design
A halt
Austm hah
FT 1 7 j 22 Type D Fine Surface
D�Spj��-22 Tyo�D Fme Surface
9/9/2022
32 12 16
Mix De jp
Austin haltSgf
f 6 Ly 22 T B Fme Base
9/9/2022
32 12 16
Mix Des gn
Austin ARlhalt
FT1B139965 P064-22 T e B Fine Base
9/9(2022
32 12 16
Mix De�q�
Austin/
FT1B1I7.2 PG64-22 T Fme Hose
9/9/2022
32 12 16
Mix DeI�
Reynolds =halt
1901D PG64-22 Tme D�me Surace
9/9/2022
32 12 16
Mix Dgpp
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mug Dept
Reynolds W1 all
1612B PG64-22 Tope B Fine Base
l l/20/2023
32 12 16
Mug Des
olds AsP�
1
�101D PG64-22 Type D Fine Surface
9/9/2022
32 12 16
Mug Delp
upt Putyp
341DV6422 PG64-22 TY�'DP��D Fme Surface
11/26/2022
32 12 16
Mug Dew
Sunrnount Parrg
�40DV6422 PG64-22 TypeD Fine Surface
12/5/2022
33 12 16
Mix Deep
Sunmount Paying
}07 V9422 PG62-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
Smumount PavmR
P41-BRAP6422ERG PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Deqjp3
TXBIT
37-211305-20 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mu: DesuRn
TXBIT
44-2I1305-17 PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mix Design
TXBIT
P11305 1757) PG64-22 Type B Fine Base
9/9/2022
32 12 16
Mug DR§pp
TXBIT
XMM 1857) PG64-22 Type D Fme Sur&cc
9a9120I2
n 12 16
Mix
TXBIT
Z9-222475-19 PG64-22 T��gD Fine Surface
9/gam
�2 12 ] 6
TXBIT
1-222475-2Q PS,¢4-22 e D Fine Surface
9/9/2022
32 12 16
Design
TXBIT
64-224125-18 r70-22 vve D Fine Surface
9/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fine Surface
FART WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 01/29/2024
I
electable Waraiat. Sarface
1s'912022
3213 20
DK'S - Pavm
Pine i•ian Brick riAlpn Salf%!,;
ers Tutik Pa
19/9/2022
3-1A 20
DWS - Pavers
Western Brick Cv. owam
Derectable Waning Pap -en.
9/9/2022
32 13 20
DWS - Composite
Engineered Plastics, Inc (Williamsville,
I Armor Tile
9/92022
32 13 20
DWS - Composite
ADA Solutions ilmington, MA)
Heritage Brick CIP Composite Paver
4/7/2023
32 1320
DWS - Pavers
ADA Sohrtions ilmington. MA)
Detectable Warning Pavers
Sititnue Joint Sealant
9/9/2022
1321373
oint Sealant
Dow
8905L-Cold Applied � Co tiveneut, Silkpne Joint SealantASTM
135It939/9/2022
32 13 73
oint Sealant
[Joint
Tremco
lCrafbo
9WSL - Cold Ambed, f yptivonplt, SiliconeJoint Seplam
ASTM 05891
9/9/2022
321373
oint Sealant
Pecom
300SL • Cold Applied, Sineie Conwvn t, 5ilkone Joint Sealat
ASTM 05993
9/9/2022
32 1373
Sealant
Road5arc SEicpne - Cold Applied. Single Coniponenl, SLUcooe Joint Sealant
ASTM D5893
Utility Trench Embedment Sand
9/972022
1330510
Embcdm— t Sad
Silver Creek Materials
ti7it.,
U � ' Embedment Sand
ASTM C33
9 972022
3 05 10
E-bc -c' Sand
Crouch Materials
I,iH 1 Embedment Sand
ASTM t:33
9/9/2022
[33 OS 10
Embedment Sand
F and L Dirt Movers
1Tm
mbedment Sand
ASTM-C33
9/920ZZ
30510
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
9/92022
Embedment Sand
Top Martin Marietta
Utility Embedment Sand
ASTM C33
&mm Sewer - Maahoks & BatedFramea & CaivselStandard (�tpg f1133-0�t3
9/28/2018
33 05 13
. k>irmxa ad Cp
AccuCast [Ga�91d Stml Coamams LID)
MN= #220605` w -'129^ Dia.)
ASTM A48 AASHTO M306
9/28/2018
3305 13
k Corr
Neenah Fo
MT-1274.T91 ISme - 32" T3ia.k
ASTM A48 AASHTO M306
9/28/2018
3305 13
F:amra and Ce
�
Nocnah Foundry
NF•1743-LM �img Size - 2' Di..)
ASTM p48 AASHTO M306
9120019
3305 13
ramc
Neenah Foundry
NF-1930-34 yctac - " IYa,j
ASTM MS AA.SHTO M306
91Z8/2018
330513
Mauhuk Frames and Covers
Nxiah Foundry
R-1743-HV Fte • 32" Dik)
ASTM A49 AASHTO M306
4/3/2019
3305 13
Manhok Frames and Covers
SIP Industries.++
2279ST Sac- 24"Din
ASTM A48 AASHTO M306
4/3/2019
3305 13
pkkp Frames and Covers
SIP Industries++
2280ST Sim- 32 D ia•�
ASTM A48 AASHTO M306
10/82020
33 OS 13
a k F s and Covers
EJ ( Fp/fa East Jordan Iron Works
Eno33 7JIA Sizc - 32.25" Da)
ASTM A536 AASHTO M306
"Nw&-Afi a lneioymeaf
ner=manhmlr lids shdimeer themnininnew 304neh opening regi—erdw specifieSur CSty Specifiadon 3305J3.Any i+neClrrryrcnin�rirn n�7f oaty 6r elfoi.*C� r -i+� �ln o4gr req.;.e rcplurrm•nr/rcmra
midrovna.
FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF O1/2912024
Classification Manufacturer
Model No.
Storm Sewer - Inlet & Structures 33415-13
National Spa
1IM020
33 49 20
Curb Irdds
Forterna
FRT-IQx3405-PRECAST•• (Size - 10' X 31
oks M c913
110/8/2020
33 49 20
Cvfi lakes
Fortema
1:RT-1Ox34tItrP ST•* : 10' X 3
ASTM C913
I1W812020
334920
Ltirh Inlets
Forterxra
F7lT-lOx4.Sq��5• ( - 10' X 4.5")
ff�AS
ASTM C913
`10/8/2020
33 49 20
Curb Inlets
Fortema
ART-lOx4.542 "Size - 10' X 4.51
ASTM C913
110/8/2020
33 39 20
Manhole
Fortema
FRT4X4-409-PRECAST-TOP (Size - 4' X 41
ASTM C913
11OB2020
33 39 20
Manhole
Fort-n-
FRT4X4409-PRECAST-BASE (Size - 4' X 41
ASTM C913
110/8/2020
313920
Manhole
Fortema
OP f Size - 5' X 59
FRT-5X5410-PRECI!T-BASE
ASTM C913
10/8/2020
33 39 20
Manhole
Fortemra
PRT-5X5410-P CS' (.Size -TX59
SoAd
ASTM C913
TO/8/2020
333920
Manhole
Fortmra
FRT-6X6411-(Size - G X 61
ASTM C913
IO/32020
33 39 20
Manhole
Portemra
CP
FRT-6X6411- (Size - 6' X 61
ASTM C913
31192R21
33 49 20
Curb Inlets
Thomson Pipe Group
TPG-1OX3405-PRECAST INLET•• (Size - 10' X 3)
ASTM 615
3/192021
33 49 20
Curb Inlets
Thomson Pipe Group
TPG-15X3405-PRECAST INLET* • (Size - 15' X 31
ASTM 615
3/19)202I
33 49 20
Curb Inlets
Thomson Pine Group
TPG-20X3405-PRECAST INLET" Size - 20' X 71
ASTM 615
3119202I
33 39 20
Manhole
Thomson Pipe Group
TPG4X4409-PRECAST TOP (.Size - 4' X 41
ASTM 615
3/192021
33 39 20
Manhole
Thomson Pipe Group
TPG4X4409-PRECAST BASE (Size - 4' X 41
ASTM 615
3/19202I
33 39 20
Manhole
Thompson a Group
TPG4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')
ASTM 615
3119R021
33 39 20
Manhole
ThomGroup
TPG-SX5-41aPRECAST TOP (Sax - 5' X 51
ASTM 615
N192021
33 39 20
Manhole
Thompson PiPc Group
TPG-5X5410-PRECAST BASE (Size - 5' X 5
ASTM 613
3/192021
33 39 20
Manhole
Thompson PTe Group
'17G-5X5412-PRECAST 5-FT DER (Size - 5 X 51
ASTM 615
3JI92021
33 39 20
Manhole
Thomson Pr Group
tPG-6X6411-PRECAST TOP (Size - 6' X 61
ASTM 615
3/192021
33 39 20
Manhole
Thomson Five Group
k'PG-6X6411-PRECAST BASE ((Size - 6' X 61
ASTM 615
3/192021
33 39 20
Manhole
Thomson Pipe Group
TPG-6X6412-PRECAST 6-FT i&ER (Size - G X 61
ASTM 615
3/192021
33 3920
Manhole
Thompson Pipe Group
TPG-7X7411-PRECAST TOP (Size - TX T)
ASTM 615
3/192021
33 39 20
Mnnhole
Thomson Pipe Group
TPG-7X7411-PRECAST BASE (Size - TX 71
ASTM 615
3/192021
33 3920
Manhole
Thompson Pipe Group
TPG-7X7412-PRECAST 4-FT RISER (Size - TX T)
ASTM 615
3/192021
33 3920
Manhole
Thomson Pipe Group
7PG-8X8411-PRECAST TOP (Size - 8' X 81
ASTM 615
3rIWQ1
�13 39 20
Manhole
Thomson Pipe Group
TPG-8X8411-PRECAST BASE (Size - 8' X 81
ASTM 615
31192021
33 39 20
Manhole
Thomson Ppe Group
TPG-8X8412-PRECAST 5-FT RISER (Size - ' X 81
ASTM 615
31192021
33 49 20
Drop Inlet
Thomson Pipe Group
TPG4X4:�2Q-PRE�j1VST INLET ( - 4' X 4'
ASTM 615
311912021
D 49 20
Drop Inlet
Thomson Pipe Group
TPG-SX540�-PRECAST INLET (Size - 5' X 51)
ASTM 615
3/192021
33 49 20
DroPP inlet
Thepp son Pipe Group
TPG-6X6408-PRECAST D= f Sivc - 6' X 6
ASTM 615
8/282023
33 49 10
Manhole
Okkast k
Proems 4 x 4' Sucked Memholc (Sree - R X 47
ASTM C478
81282023
33 49 10
Manhole .
Ol Lola
Proems[ S x V Sturm Junciwu Box Sic- S'?i
ASTM C478
&282023
33 49 10
Manhole
Oldcaat k
Precast 4' x 4' Storm Junction Box rze - 4' X
ASTM C478
V29UO23
33 49 10
Manhole
Okicasde
Precast 5' x 5' Storm Junction Box Size - 5' X 5
ASTM C478
V=923
33.4910
Manhole
Oldcastle
Precast 6' x 6' Storm Junction Box iSize - 6' X 9
ASTM C478
W812023
33 49 10
Manhole
Oldcastle
Precast 8' x 8' Storm Junction Box we (Size - 8 X 8')
ASTM C478
8/28PL023
33 49 10
Manhole
Oldcastle
Precasl S' x 8' Storm Junction Box Base (5' X - S. X 8,)
ASTM C478
8231/2023
33 49 10
Manhole
Ranker Malenals
Reiaferced 48" Diameter Spread Foot% aahole (Size- 4' X 41
ASTM C433
8/28f2023
33 39 20
Curb Inlet 10 'x3' Riser
Thomson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
&MO23
33 39 20
Curb Inlet 15 'x 3' Riser
Thomson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
8/28/2023
33 39 20
Curb Inlet 20' x 3' Riser
Thoon P�pe Gr
Inlet Riser (Size - 3 FT)
ASTM C913-16
V 122024
33 49 20
prop Inlet
Amen ex Pipe &Pacts
Drop hilte (4' X 41
ASTM C913
1/ 12J2024
314920
Prop Inlet
AmenTex Pipe &Products
Drop Inhe (S' X 51
ASTM C913
1/19I2024
33 49 20
Manhole
AmaiTcx P pc &Products
Precast 4'x ' StoreaAmetioa Box
ASTM C913
IJM024
33 49 20
Manhole
AmeriTex Pre &Products
Precast 5k5' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
5' Precast Tansition MH (4' MH on the top of 5' JB)
ASTM C913
1119/2024
33 49 20
Manhole
AmenTex Pipe &Products
Precast VxV Storm Junction Box
ASTM C913
1/19/2024
3349.20
Manhole
Am nTex
&Products
6' Precast Tansition MH (4'NM on the top of 6' JB)
ASTM C913
1/19/2024
33 49 20
Manhole
AmenTex
&Products
precast 8'x8' Storm Junction Box
ASTM C913
1/19/2024
33 49 20
Manhole
ArneriTex
pe &Products
8' Precast Tansition MH (4' MH on the top of 8' JB)
ASTM C913
1/19/2024
33 49 20
Manhole
AmmiTex P('&Products
Tvoe C Storm Drain Manhole on Box (4' MH on the ton of RCB)
ASTM C913
••Note: PAPwb ktr err eppovrd jor aAr mrgr fpmum oJdrswrcrrrr /bnrYe} rNtc SW11"nr m ofrhr rare .ere r q br deo Er eau u.0— N. cwjxr .nr so dim r.gaaremenr ruff &e allowed
Storm Sewer
- Tines & Bases 33-it5-13
4192021
33 41 13
Starm Drain P/�
F1.8
Advancedlkrim Sytlmts. brc. (ADS)
ADS RP Storm Polvpmpviene (PP) P" (Sire -12" - 60'
�Siu
ASTM P2881 & AASATO M330
&Z82023
33 49 10
Storm Dram
Rinker Mat
Reiafproad Concrnr p To aud�ve Jaunt P-®c - 21, or Ixr¢cr)
ASTM C76, C655
VW023
33 49 10
Cuivat Box
Rink" Maiertais
Remforrcd Concrete x Vert Sec - Various)
ASTM C789- C850
10112r=
33 4l )0
Storm Drain pipes
A.Tet Pipe &Products
Reinforced Concrete Pipe Tobknc and Groove Jpffi Pipe (Size - IS" or Luster)
ASTM C76L CS06
L011212023
34 41 10
Culvert Box
AnxnTex Puce &Products
Rnmforccd Concrete Box Culvert (sac - Various))
ASTM C1433,C1577
(0119=3
3541 10
Storm Drain Pipes
The Tumor Co
Reinforced Concrete Pipe Tonxuc and Groove Jeim Pie• (Sim - 15" or hexer)
ASTM C76. C506
I01i$2023
364110
Culvcn Sox
The Turner Co.
Reinforced Concrete Box Culvert (sae - Various)
ASTM C1433,C 1577
FORT WORTH®
CITY OF 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)
07/23/97
33 05 13
Urethane Hydrophilic Waterstop
Asahi Kogyo K.K.
Adeka Ultra -Seal P-201
ASTM D2240/D412/D792
04/26/00
33 05 13
Offset Joint for 4' Diam. MH
Hanson Concrete Products
Drawing No. 35-0048-001
04/26/00
33 05 13
Profile Gasket for 4' Diam. MH.
Press -Seal Gasket Corp.
250-4G Gasket
ASTM C-443/C-361
SS MH
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/Fiberelass 33-39-13 (1/8/131
1/26/99
33 39 13
Fiberglass Manhole
Fluid Containment, Inc.
Flowtite
ASTM 3753
Non -traffic area
08/30/06
33 39 13
Fiberglass Manhole
L.F. Manufacturing
Non -traffic area
Water &Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
*
33 05 13
IManhole Frames and Covers
I Western Iron Works, Bass & Hays Foundry
1001
24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
*
33 05 13
Manhole Frames and Covers
Western Iron Works, Bass & Hays Foundry
30024
24" Dia.
*
33 05 13
Manhole Frames and Covers
McKinley Iron Works Inc.
A 24 AM
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
R-1272
ASTM A48 & AASHTO M306
24" Dia.
08/24/18
33 05 13
Manhole Frames and Covers
Neenah Foundry
NF 1274
ASTM A48 & AASHTO M306
30" Dia.
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-144N
33 05 13
Manhole Frames and Covers
Sigma Corporation
MH-143N
33 05 13
Manhole Frames and Covers
Pont-A-Mousson
GTS-STD
24" dia.
33 05 13
Manhole Frames and Covers
Neenah Casting
24" this.
10/31/06
33 05 13
Manhole Frames and Covers (Hinged)
Powerseal
Hinged Ductile Iron Manhole
ASTM A536
24" Dia.
7/25/03
33 05 13
Manhole Frames and Covers
Saint-Gobain Pipelines (Pamrex/rexus)
RE32-R8FS
30" Dia.
01/31/06
33 05 13
30" Dia. MH Ring and Cover
East Jordan Iron Works
V1432-2 and V1483 Designs
AASFITO M306-04
30" Dia.
11/02/10
33 05 13
30" Dia. MH Ring and Cover
Sigma Corporation
MH1651FWN & MH16502
30" Dia
07/19/11
33 05 13
30" Dia. MH Ring and Cover
Star Pipe Products
MR32FTWSS-DC
30" Dia
08/10/11
33 05 13
30" Dia. MH Ring and Cover
Accucast
220700 Heavy Duty with Gasket Ring
30" Dia
30" ERGO XL Assembly
10/14/13
33 05 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
06/01/17
3405 13
30" Dia. MH Rine and Covcr (Lockablc) CI
SIP Industrics
2290 (32")
ASTM A 48
30" Dia.
CAP-ONE-30-FT W, Composite, w/ Lack
09/16/19
33 05 13
30" Dia. MH Ring and Cover
Composite Access Products, L.P.
w/o Hmg
30" Dia.
10/07/21
3405 13
30" Dia. MH Ring and Cover
Trumbull Manufacturing
32"(30") Frame and Cover
30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 Bev 2/3/16)
*
33 05 13
Manhole Frames and Covers
Pont -A -Monson
Pamnght
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
33 05 13
Manhole Frames and Covers
(SIP)Scrampore Industries Private Ltd.
300-24-23.75 Ring and Cover
ASTM A 48
24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete Bev 1/8/13)
*
33 39 10
Manhole, Precast Concrete
Hydro Conduit Corp
SPL Item #49
ASTM C 478
48"
*
33 39 10
Manhole, Precast Concrete
Wall Concrete Pipe Co. hic.
ASTM C-443
48"
09/23/96
33 39 10
Manhole, Precast Concrete
Concrete Product Inc.
48" I.D. Manhole w/ 32" Cone
ASTM C 478
48" w/32" cone
1.113
33 39 10
Manhole, Precast Concrete
The Turner Com ar
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"
10/27/06
33 39 10
Manhole, Precast Concrete
Oldcastle Precast Inc.
48" I.D. Manhole w/ 24" Cone
ASTM C 478
48" Diam w 24" Ring
06/09/10
33 39 10
Manhole, Precast (Reinforced Polymer)Ccncrete
US Composite Pipe
Reinforced Polymer Concrete
ASTM C-76
48" to 72"
09/06/19
33 3920
Manhole, Precast Concrete
Forterra Pipe and Precast
60" & 72" I.D. Manhole w/32" Cone
ASTM C-76
60" & 72"
10/07/21
32 39 20
Manhole, Precast Concrete
Forterra Pipe and Precast
48" I.D. Manhole w/32" Cone
ASTM C-77
48"
10/07/21
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
Armorock
48" & 60" I.D. Manhole w/32" Cone
48" & 60"
10/07/21
33 3920
Manhole, Precast (Hybrid) Polymer & PVC
Predl Systems
48" & 60" I.D. Manhole w/32" Cone
48" & 60" Non Traffic Areas
ASTM C-478; ASTM C-923;
03/07/23
33 3920
Manhole, Precast Concrete
AmeriTex Pipe and Products, LLC
48" & 60" I.D. Manhole w/32" Cone
ASTM C-443
03/07/23
33 3920
Manhole, Precast (Reinforced Polymer) Concrete
P3 Polymers, RockHardscp
48" & 60" I.D. Manhole w/32" Cone
04/28/07
Manhole, Precast (Reinforced Polymer) Concrete
Amitech USA
Meyer Polycrete Pipe
Sewer -(WAC)
Wastewater Access Chamber 33 39 40
For use when Std. NBi cannot be
1.9123
1 111120
Wastewater Access
Quick. Solutions, Inc.
Type 8 Maintenace Shaft Po rt
installed due to d th
Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious
*
EI-14
Manhole Rehab Systems
Quadex
04/23/01
EI-14
Manhole Rehab Systems
Standard Cement Materials, Inc.
Reliner MSP
EI-14
Manhole Rehab Systems
AP/M Permaform
4/20/01
EI-14
Manhole Rehab System
Strong Company
Strong Seal MS2A Rehab System
5/12/03
EI-14
Manhole Rehab System (Liner)
Triplex Lining System
MH repair product to stop infiltration
ASTM D5813
08/30/06
General Concrete Repair
FlexKrete Technologies
Vinyl Polyester Repair Product
Misc. Use
* 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
EI-14
Manhole Rehab Systems
Sruayrou,
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 Operations Use Onlv (Rev 2/3/161
*
33 05 13
Manhole Insert
Knutson Enterprises
*
33 05 13
Manhole Insert
South Westem Packaging
*
33 05 13
Manhole Insert
Nofiow-Inflow
09/23/96
33 05 13
Manhole Insert
Southwestern Packing & Seals, Inc.
09/23/96
33 05 13
Manhole Insert
Southwestern Packing & Seals, Inc.
Water & Sewer - Pine Casing Snacers 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
33 05 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, SIHB, SI, 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_rressure Pipe and Grouted Casing
CSC12, CSS12
*
33 11 10 Ductile Iron Pipe
Griffin Pipe Products, Co.
Super Bell -Tice Ductile Iron Pressure Pipe,
AW WA C150, C151
08/24/18
33 11 10 Ductile It. Pipe
American Ductile Iron Pipe Co.
American Fastite 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
McWanc Cast Iron Pipe Co.
AW WA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatines/Enoxv 33-39-60 (01/08/13)
02/25/02
Epoxy Lining System
Sauereisen, Inc
SmerGard 210RS
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
Protect. 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 - Coatines/Polvurethane
Updated:12/29/2023
Size
Structures Only
Sewer Applications
Sewer 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" thin 24"
4" thrn 30"
4" thin 30"
Ductile Iron Pipe Only
Sewer Applications
Sewer Applications
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve
A. -I. USA, Inc.
D0251102(Composite Body)
2"
Sewer - Pipes/Concrete
* E I-04 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., 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
* From Original Standard Products List 2
CITY OF FORT WORTH
WORTH. 1 ORTH. WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval Spec No. ]Classsification Manufacturer Model No. National Spec Size
Sewer- PiDe/Fiberglass Reinforced/33-31-13(1/8/13)
7/21/97
33 31 13 Cent. Cast Fiberglass (FRP)
Hobas Pipe USA, Inc.
Helios Pipe (Non -Pressure)
ASTM D3262/D3754
03/22/10
33 31 13 Fiberglass Pipe (FRP)
Amemn
Bondstrand RPMP Pipe
ASTM D3262/D3754
04/09/21
3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP)
Thompson Pipe Group
Thompson Pipe (Flowtite)
ASTM D3262/D3754
03/07/23
3331 13 Fiberglass Pipe (FRP)
Future Pipe Industries
Fibecanong FRP
ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45
Sewer - Pioe/Polvmer PiDe
4/14/05
Polymer Modified Concrete Pipe
Anech USA
Meyer Polycrete Pipe
ASTM C33, A276, -17
8" to 102", Class V
06/09/10
EI-9 Reinforced Polymer Concrete Pipe
UmS Composite Pipe
Reinforced Polvmer Concrete Pipe
ASTM C-76
Sewer - PiDes/HDPE 33-31-23(1/8/13),
*
High -density polyethylene pipe
Phillips Driscopipe, Inc.
Ovticore Ductile Polyethylene Pipe
ASTM D 1248
8"
*
High -density polyethylene pipe
Plexco Inc.
ASTM D 1248
8"
*
High -density polyethylene pipe
Polly Pipe, Inc.
ASTMD 1248
8"
High -density polyethylene pipe
CSR Hydro Conduit/Pipeline Systems
McConnell Pipe Enlargement
ASTM D 1248
Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11
33-11-1� DR -Id PVC Pressure Pipe
Pipelife Jetstream
PVC Pressure Pipe
AW WA C900
4" thru 12"
10/22/14
33-11-12 DR-14 PVC Pressure Pipe
Royal Building Products
Royal Seal PVC Pressure Pipe
AW WA C900
4" thru 12"
Sewer - PiDes/PVC* 33-31-20 (7/1/13),
*
33-31-20 PVC Sewer Pioe
1-M Manufacturing Co., Inc. (1M Eagle)
SDR-26 (PS115)
ASTMD 3034
4" - IS"
12/23/97*
33-31-20 PVC Sewer Pipe
Diamond Plastics Corporation
SDR-26 (PS115)
ASTM D 3034
4" thm 15"
*
33-31-20 PVC Sewer Pipe
Lamson Vylon Pipe
SDR-26 (PSI 15)
ASTM D 3034
4" thru 15"
12/OS/23
33-31-20 PVC Sewer Pipe
Vin (tech PVC Pipe
SDR-26 (PSI 15)
ASTM D3034
4" thru 15"
1'IJ5/23
33-31-20 PVC Sewer Pie
Vin (tech PVC Pie
Gravity Sewer PS 115
ASTM F 679
18"
*
33-31-21 PVC Sewer P'
J-M Manufacturmi Co, Inc. (JM Eagle)
PS 115
ASTM F 679
18" - 28"
05/06/05
33-31-20 PVC Solid Wall Pipe
Diamond Plastics Corporation
PS 115
ASTM F-679
18" to 48"
04/27/06
33-3110 PVC Sewer Fittings
Harco
SDR-26 (PS I15) Gasket Finings
ASTM D-3034, D-1784, etc
4" - 15"
*
33-31-20 PVC Sewer Fittings
Plastic Trends, Ina.(Westlake)
Gasketed PVC Sewer Main Fittings
ASTMD 3034
1 3/19/2018
33 3120 PVC Sewer Pipe
Pipelife Jet Stream
SDR 26 (PS 115)
ASTM F679
18"- 24"
1 3/19/2018
33 3120 PVC Sewer Ppe
Pipelife Jet Stream
SDR 26
ASTM D3034
4"- 15"
3/29/2019
33 31 20 Gasketed Fittings (PVC)
GPK Products, Inc.
SDR 26
ASTM D3034
4"- 11"
1 10/21/2020
33 3120 PVC Sewer Pipe
NAPCO(Westlake)
SDR 26
ASTM D3034
4" - 11"
1 10/22/2020
33 3120 PVC Sewer Pipe
Sanderson Pipe Corp.
SDR 26
ASTM D3034
4"- 11"
1 10/21/2020
33 3120 PVC Sewer Pipe
NAPCO(Westlake)
, SDR 26 PS 115
ASTM F-679
18"- 36"
Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131
*
Cured in Place Pioe
Insin— Texark, Inc
ASTM F 1216
05/03/99
Cured in Place Pioe
National Envirotech Group
National Liner, (SPL) Item #27
ASTM F-1216/D-5813
05/29/96
Cured in Place Pipe
Remolds Inc/Inlmer Technoogy (Inlmer USA)
(miner Technology
ASTM F 1216
Sewer - P1Des/Rehab/Fold & Form
*
Fold and Form Pipe
Cullum Pipe Systems, Inc.
11/03/98
Fold and Form Pipe
Insitufonn Technologies, Inc.
Insimform "NuPIve"
ASTM F-1504
Fold and Form Pipe
American Pipe & Plastics, Inc.
Demo. Purpose Only
12/04/00
Fold and Form Pipe
Ultralmer
Ultralmer PVC Alloy Pivelmer
ASTM F-1504, 1871, 1867
06/09/03
Fold and Form Pipe
Miller Pipeline Corp.
EX Method
ASTM F-1504, F-1947
Up to 18" diameter
Sewer - PioeS/ODen Prorde Large Diameter
09/26/91
E100-2 PVC Sewer Pipe, Ribbed
Lamson Vyloo Pipe
Calm Vylon H.C. Closed Profile Pipe,
ASTM F 679
18" to 48"
09/26/91
E100-2 PVC Sewer Pipe, Ribbed
Extrusion Technologies, Inc.
Ultra -Rib Open Profile Sewer Pipe
ASTM F 679
18" to 48"
E100-2 PVC Sewer Pipe, Ribbed
Uponor ETI Company
11/10/10
(E100-2) Polypropylene (PP) Sewer Pipe, Double Wall
Advanced Drainage Systems (ADS)
SaniTite HP Double Wall (Corrugated)
ASTM F 2736
24"-30"
11/10/10
(E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall
Advanced Drainage Systems (ADS)
Sm iTite HP Triple Wall Pipe
ASTM F 2764
30" to 60"
* From Original Standard Products List 3
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No.
IClasssification
Manufacturer
Model No.
National Spec
Size
Water - Anuur^enances
33-12-10 (07/01/13)
01/18/18
33-12-10
Double Strap Saddle
Romac
202NS Nylon Coated
AW WA C800
1"-2" SVC, up to 24" Pipe
08/28/02
Double Strap Saddle
Smith Blair
#317 Nylon Coated Double Strap Saddle
07/23/12
33-12-10
Double Strap Service Saddle
Mueller Company
DR2S Double (SS) Strap DI Saddle
AW WA 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"
10/27/87
Curb Stops -Ball Meter Valves
McDonald
4603B, 4604B, 6100M, 610OTM and 6101M
1 %" and 2"
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
-2-7-L
AW WA C800
2"
FB600-6-NL, FB1600-6-NL, FV23-666-W-
1111018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, L22-66NL
AW WA C800
1-1/2"
FB6004-NL, FB16004-NL, B11-444-WR-
1111018
33-12-10
Curb Stops -Ball Meter Valves
Ford Meter Box Co., Inc.
NL, B22444-WR-NL, L28-44NL
AW WA C800
V
13-25000N, B-24277N-3, B-20200N-3, H.
AW WA C800, ANSF 61,
1/25/2018
33-12-10
Curb Stops -Ball Meter Valves
Mueller Co., Ltd.
15000N, , H-1552N, H142276N
ANSI/NSF 372
2"
B-25000N, B-20200N-3, B-24277N-3,H-
AW WA C800, ANSF 61,
1111.1.
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-
AW WA C800, ANSF 61,
1111.1.
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
1CM Industries, Inc.
#406 Double Band SS Saddle
I.".' Taps on up to 12"
0/5/21/12
33-12-25
Tapping Sleeve (Coated Steel)
1CM Industries, Inc.
412 Tapping Sleeve ESS
AW WA C-223
Up to 30" w/12" Out
03/29/22
33-12-25
Tapping Sleeve (Coated or Stainless Steel)
JCM Industries, Inc.
415 Tapping Sleeve
AW WA C-223
Concrete Pipe Only
05/10/11
Tapping Sleeve (Stainless Steel)
Powerseal
3490AS (Flange) & 3490MJ
4"-8" and 16"
02/29/12
33-12-25
Tapping Sleeve (Coated Steel)
Romac
FTS 420
AW WA C-223
up to 42" w/24" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST Stainless Steel
AW WA C-223
Up to 24" w/12" Out
02/29/12
33-12-25
Tapping Sleeve (Stainless Steel)
Romac
SST III Stainless Steel
AW WA C-223
Up to 30" w/12" Out
05/10/11
Joint Repair Clamp
Powerseal
3232 Bell Joint Repair Clamp
4" to 30"
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW37C-12-]EPAF FTW
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW39C-12-t EPAF FTW
08/30/06
Plastic Meter Box w/Composite Lid
DFW Plastics Inc.
DFW65C-14-]EPAF FTW
Class "A"
Concrete Meter Box
Bass & Haw
CMB37-B12 1118 LID-9
Concrete Meter Box
Bass & Haw
CMB-18-Dual 1416 LID-9
Concrete Meter Box
Bass & Haw
CMB65-B65 1527 LID-9
Water - Bolts.
Nuts. and Gaskets 33-11-05 (01/08/131
Water - Combination Air Release 33-31-70 (01/08/13)
*
EI-11
Combination Au Release Valve
GA Industries, Inc.
Empire An and Vacuum Valve, Model 935
ASTM A 126 Class B, ASTM A
1" & 2"
*
EI-11
Combmation Air Release Valve
Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No.
11" 1" & 2"
*
E1-11
Combination Air Release Valve
Valve and Pruner Corp.
APCO 4143C, 4145C and 4147C
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
AW WA C-502
09/30/87
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Shop Drawing No. D-19895
AW WA C-502
01/12/93
E-1-12
Dry Barrel Fire Hydrant
American AVK Company
Model 2700
AW WA C-502
08/24/88
E-1-12
Dry Barrel Fire Hydrant
Clow Corporation
Drawings D20435, D20436, B20506
AW WA C-502
E-1-12
Dry Barrel Fire Hydrant
ITT Kennedy Valve
Shop Drawing No. D-80783FW
AW WA C-502
0.187
E-1-12
Dry Barrel Fire Hydrant
M&H Valve Company
Shop Drawing No. 13476
AW WA C-502
Shop Drawings No. 6461
l0/14/87
E-1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Centurion
AW WA C-502
Shop Drawing FH-12
O1/15/88
E1-12
Dry Barrel Fire Hydrant
Mueller Company
A-423 Super Centurion 200
AW WA C-502
10/09/87
E-1-12
Dry Barrel Fire Hydrant
U.S. Pipe & Foundry
Shop Drawing No. 960250
AW WA C-502
09/16/87
E-1-12
Dry Barrel Fire Hydrant
American Flow Control (AFC)
Waterous Pacer WB67
AW WA C-502
08/12/16
33-1240
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
AW WA C550
4" - 10"
08/05/04
Magnetic Drive Vemcal Turbine
Hersey
Magnetic Drive Vertical
AW WA C701, Class 1
3/4" - 6"
* From Original Standard Products List 4
CITY OF FORT WORTH
WORTH. 1 ORTH.
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated:
12/29/2023
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,
12/05/23
33-I1-12
PVC Pressure Pie
Vin (tech PVC Pipe
DR14
ASTM D1784
4"-16"
AWWA C900, AWWA C605,
12/OS/23
33-11-12
PVC Pressure Pie
Vinyltech PVC Pipe
' DR18
ASTM D1784
16"-18"
3/19/2018
33 11 12
PVC Pressure Pipe
Pipelife Jet Stream
DR14
AWWA C900
4"-12"
I 3/19/2018
3311 12
PVC Pressure Pipe
Pipelife Jet Stream
DR18
AWWA C900
I6"-24"
I 5/25/2018
3311 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
ANSIMSF 61
4"-28"
FM 1612
12/6/2018
33 11 12
PVC Pressure Pipe
J-M Manufacturing Co., Inc d/b/a JM Eagle
DR 18
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
Underground Solutions Inc.
DR14 Fusible PVC
AWWA C900
4" - 8"
9/6/2019
331112
PVC Pressure Pipe
NAPCO(Westlake)
DR18
AWWA C900
16"-24"
9/6/2019
33 11 12
PVC Pressure Pipe
NAPCO(Westlake)
DR14
AWWA C900
4"- 12"
9/6/2019
33 11 12
PVC Pressure Pipe
Sanderson Pipe Corp.
DR14
AWWA C900
4"- 12"
I
Water - Piaes/Valves & Fittings/Ductile Iron Fittings 33-11-11
(01/08/13)
I
07/23/92
EI-07
Ductile Iron Fittings
Star Pipe Products, Inc.
Mechanical Joint Fittings
AWWA C153 & C110
I *
E1-07
Ductile Iron Fittings
Griffin Pipe Products, Co.
Mechanical Joint Fittiny
AWWA C 110
I
I *
E1-07
Ductile Iron Fittings
McWane/Tyler Pipe/ Union Utilmes Division
Mechanical Joint Finings, SSB Class 350
AWWA C 153, C 110, C 111
I
I 08/11/98
EI-07
Ductile Iron Fittings
Sigma, Co.
Mechanical Joint Fithngs, SSB Class 351
AWWA C 153, C 110, C 112
I
I 02/26/14
E1-07
MI Fittings
Accucast
Class 350 C-153 MJ Fittings
AW WA C153
4"-12" I
I 05/14/98
E1-07
Ductile Iron Joint Restrarms
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400
AW WA C111/C153
4" to 36" I
I 05/14/98
E1-24
PVC Joint Restraints
Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle -Lock
AW WA C111/C153
4" to 24" I
I 11/09/04
EI-07
Ductile Iron Joint Rostrums
One Bolt, Inc.
One Bolt Restrained Joint Fitting
AWWA C111/C1161CI53
4" to 12" I
I 02/29/12
33-11-11
Ductile Iron Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)
AWWA C111/C1161CI53
4" to I" I
I 02/29/12
33-11-11
PVC Pipe Mechanical Joint Restraint
EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)
AWWA C111/C116/C153
4" to 24" I
I 08/05/04
E1-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLC4 - SLC10
AW WA C111/C153
4" to 10" I
I 03/06/19
33-11-11
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12
AW WA C111/C153
4" to 12" I
I 08/05/04
EI-07
Mechanical Joint Retainer Glands(PVC)
Sigma, Co.
Sigma One-Lok SLCE
AW WA C111/C153
12" to 24" I
I 08/10/98
E1-07
MI Fittings(DIP)
Sigma, Co.
Sigma One-Lok SLDE
AW WA C153
4" - 24" I
I 10/12/10
E1-24
Interim Restrained Joint System
S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM
ASTM F-1624
4" to 12" I
I 08/16/06
E1-07
Mechanical Joint Finings
SIP Industries(Smampore)
Mechanical Joint Fittings
AWWA C153
4" to 24" I
I 11/07/16
33-I1-I1
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
PVC Stargrip Series 4000
ASTM A536 AW WA Ct 11
I
I 11/07/16
33-I1-I1
Mechanical Joint Retainer Glands
Star Pipe Products, Inc.
DIP Stargrip Series 3000
ASTM A536 AW WA Ct 11
I
EZ Grip Joint Restraint (EZD) Black For DIP
03/19/18
334141
Mechanical Joint Rommm Glands
SIP Industries(Smampore)
ASTM A536 AW WA Ct 11
3"-48"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-I1-I1
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DR14 PVC Pipe
ASTM A536 AW WA Cl 11
4"-12"
EZ Grip Joint Restraint (EZD) Red for C900
03/19/18
33-I1-I1
Mechanical Joint Retainer Glands
SIP Industries(Serampore)
DRI8 PVC Pipe
ASTM A536 AW WA Cl 11
16"-24"
I
Water - Pines/Valves & Fittin¢s/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
I
Resilient Wedged Gate Valve w/no Gears
American Flow Control
Series 2500 Drawing # 94-20247
16" I
I 12/13/02
Resilient Wedge Gate Valve
American Flow Control
Series 2530 and Series 2536
AWWA C515
30" and 36" I
I 08/31/99
Resilient Wedge Gate Valve
American Flow Control
Series 2520 & 2524 (SD 94-20255)
AWWA C515
20" and 24" I
I 05/18/99
Resilient Wedge Gate Valve
American Flow Control
Series 2516 (SD 94-20247)
AWWA C515
16" I
I 10/24/00
EI-26
Resilient Wedge Gate Valve
American Flow Control
Series 2500 (Ductile Iron)
AWWA C515
4" to 12" I
I 08/05/04
Resilient Wedge Gate Valve
American Flow Control
42" and 48" AFC 2500
AWWA C515
42" and 48" I
I 05/23/91
EI-26
Resilient Wedge Gate Valve
American AVK Company
American AVK Resilient Seaded GV
AWWA C509
4" to 12" I
I 01/24/02
EI-26
Resilient Wedge Gate Valve
American AVK Company
20" and smaller I
I
EI-26
Resilient Seated Gate Valve
Kennedy
4" - 12" I
I
E1-26
Resilient Seated Gate Valve
M&H
4" - 12" I
I
E1-26
Resilient Seated Gate Valve
Mueller Co.
4" - 12" I
I 11/08/99
Resilient Wedge Gate Valve
Mueller Co.
Series A2361 (SD 6647)
AWWA C515
16" I
I 01/23/03
Resilient Wedge Gate Valve
Mueller Co.
Series A2360 for I8"-24" (SD 6709)
AWWA C515
24" and smaller I
I 05/13/05
Resilient Wedge Gate Valve
Mueller Co.
Mueller 30" & 36", C-515
AWWA C515
30" and 36" I
I 01/31/06
Resilient Wedge Gate Valve
Mueller Co.
Mueller 42" & 48", C-515
AWWA C515
42" and 48" I
I 01/28/88
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
AWWA C509
4" - 12" I
I 10/04/94
Resilient Wedge Gate Valve
Clow Valve Co.
16" RS GV (SD D-20995)
AWWA C515
16" I
I 11/08/99
EI-26
Resilient Wedge Gate Valve
Clow Valve Co.
Clow RW Valve (SD D-21652)
AWWA C515
24" and smaller I
I 11/29/04
Resilient Wedge Gate Valve
Clow Valve Co.
Clow 30" & 36" C-515
AWWA C515
30" and 36" (Note 3) I
1111./12
Resilient Wedge Gate Valve
Clow Valve Co.
Clow Valve Model 2638
AWWA C515
24" to 48" (Note 3)
05/08/91
E1-26
Resilient Seated Gate Valve
Stockham Valves & Fittings
AW WA C 509, ANSI 420 -stem,
4" - 12"
I *
E1-26
Resilient Seated Gate Valve
U.S. Pipe and Foundry Co.
Men seal 250, requirements SPL #74
3" to 16" I
] 0126/16
33-12-20
Resilient Seated Gate Valve
EJ (East Jordan Iron Works)
FJ FI—Master Gate Valve & Boxes
08/24/18
I
Mateo Gate Valve
Matco-Norca
225 MR
AWWA/ANSI C115/An21.15
4" to 16" I
I
* From Original Standard Products List 5
FORT WORTH®
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: 12/29/2023
(Approval
Spec No. �Classsification Manufacturer
Water Pines & Fittiws/Rubber Seated Butter Valve 33-12-21 (07/10/141
Model No.
National Spec
Size
*
- alves y
EI-30 Rubber Seated Butterfly Valve Henry Pratt Co.
AW WA C-504
24"
*
EI-30 Rubber Seated Butterfly Valve Mueller Co.
AW WA C-504
24"and smaller
1/11/99
EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co.
AW WA C-504
24" and larger
06/12/03
E1-30 Valmatic Amencan Butterfly Valve Valmahe Valve and Manufacturing Com.
Valmanc American Butterfly Valve.
AW WA C-504
Up to 84" diameter
04/06/07
E1-30 Rubber Seated Butterfly Valve M&H Valve
M&H Style 4500 & 1450
AW WA C-504
24" to 48"
03/19/18
33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson)
AW WA C504 Butterfly Valve
AW WA C-504
30"-54"
Water - Polvethvlene Encasement 33-11-10 (01/08/13)
05/12/05
E1-13 Polvethvlene Encasment Flossol Packaging
Fulton Entemrises
AW WA C105
8 mil LLD
05/12/05
E1-13 PolvethvloneEncasment Mountain States Plastics (MSP) and AEP Ind.
Standard Hardware
AW WA C105
8 mil LLD
05/12/05
E1-13 Polyethylene Encasment AEP Industries
Bullstrong by Cowtown Bolt & Gasket
AW WA C105
8 mil LLD
09/06/19
33-11-11 IPolvethylene Encasment Northtown Products Inc.
PE Encasement for DIP
AW WA C105
8 mil LLD
Water - SamDlinE Station
03/07/23
33 12 50 l Water Sampling Station Eclipse
Number 88 , 12-inch Depth of Bury
As shown in spec. 33 12 50
Water - Automatic Flusher
HG6-A-IN-2-BRN-LPRR(Portable)
10 Iltl
Automated Flushing System Mueller Hydromiard
HG2-A-IN--2-PVC-018-LPLG(Pcmomcnt)
04/09/21
Automated Flushing System Kupferle Foundry Company
Eclipse #980owc
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 dunng 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 overrule the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's
Standard Products List and approval ofthe specific products will be based on the requirements of the Technical Slawfication 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