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C�NTR.ACT
FOR
TIIE CONSTRUCTION OF
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2022 CONCRETE RESTORATIUN COI�TTRACT 1
AT VAR�OUS L�CATIONS
City Project No. 103�4�5
Mattie Parker
Mayor
David Coolce
City Manager
William Johnson
Director, Transportation and Pubiic Works Department
Prepared �ar
The City af Fnri Worth
TRAN�PORTAION AND PUBLIC WORKS
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Standard Construct�on Specification
Documents
A do pted September 2011
60 00 OD
ST A1�IDARD CONSTRUCT [ON SPBC Q�'ICATION DOCUMENT S
Page l of 2
s�cTioN 000aoo
TABLE OF GaNTENTS
Division 00 - Genaral Conditions
Last Re�vised
00 OS 10 Ma or ax7.d Cauncil Cnmmunication 07/01/2011
00 OS 1S Addenda 07/�i/2011
00 1] 13 Invitation to Bidders 07/19/2021
00 21 i3 Tnstructions to Bidders 1 1 /021202 1
00 35 13 Confiict of Interest 5tate3nent 02/24/2020
00 4100 I3id Form 09/�0/2021
00 42 43 Pro osal Form Unit Price 09/30/2021
40 43 13 Bid Bond 09/3Q12Q21
00 A�3 37 Vendor Corn lianc� ta State Law Nonresident Bidder 06/27/2a11
00 �5 12 Pre ualificaiion Statement Q9/3.0/2a2I
OQ 45 26 Contractnr Com liance with Workers' Com ensation Law 07/01/201 I
OQ 45 40 BUsiness uit Goal ' 1 012 7/2 0 2I
00 52 43 A eement 11/23/2021
00 61 13 Performance Bond 07/Q1/2011
00 61 14 Pa ment Band 07/Q 1/ZQ 11
006119 MaintenanceBond 07/Q112011
00 6125 Certificate of Insurance 07/01/2011
00 72 4a Ganeral Conditions 0$/23/2021
00 73 00 Su leznent Canditions 03/49/2020
Di�vision 4l. - General Re uirements Last Revised
O1 11 00 Summar of Work 12I20/2012
O1 25 00 �ubstitution Procedures 07/01/201 �
013119 FreconstructionMeetin 08/17/2012
O1 31 20 �ro'ect Meetin s 07/01/2011
O1 3216 Canstruction Sclaedule 08I13/2011
O1 32 33 Preconstructzon Vdeo D7/01/2011
O1 33 00 Submittals 12/24/2012
Q1 3S l3 S ecialPro'ectProcedures 12/20/2012
O1 4S 23 Testin and Tns ection Services 03/09/2020
O1 5Q D4 T�m orar Facilities and Controls 47/01/2011
�}1 55 25 Street Use i'ermit and Modifications to Traffc Cantrol 03/2�/2021
Ol 57 I3 Storm Water Pollution Prevention Plan 07/01/2Q i J
41 5$ I3 Tem orar Pra'ect Si na e Q7/0I/2011
�� 60 OQ Praduct Re uirements 03/09/2020
01 70 00 Mobilazation and R�mobilization 11/22/2016
OI 71 23 Gonstruction Stakin and Surve 02/I4/2Q18
O I 74 23 Cleanin 07/01/2011
Q 177 19 Claseout Re u�rements 03/22/2021
O 1'78 23 O eration and Maintenance Data 12/20/2012
0178 39 Pro'ect Recard Documents 07/O 1/2011
Technical Sgecifications rvhich b�ave �en modified by the Tngineer ��►ecifically for this
Project; hard copies are included in the 1'roject's C:ontract Documents
Cl'I'Y OF F�RT WORTH 2O22 Concrete Restoratinn Contsact l
STANDARI] CQNSTRUCTION SPECIFiCATION DOCUME?JT3 Ciry Projoct No, 103445
Aevised November 2, 2021
ao 00 00
3TANDA1tD CpNSTRUCTIpN SP�C1F'iCATION DDCUIVI�'NTS
P �C 2 D� i
Division 31- Earthwork
�'�
Division 32 - �terior Im�
32 I123 Flexible Base Courses
3213 20 Concre�e S.idevvallcs, Drivew
�,� r+�.........ti.. n.,..:�,_ �,.:�. c ,,,.1,.�
Division 33 - Uti�ities
� 1�
Divisian 34 - Trans rtation
34 71 13 Traffc C.ontral
Technical Sp�cifications listed.belov�vare included forthis Project by reference anci can k�
viewedldownloaded from the City's website at:
htt :I/fortworthtesas. ovl Icontractorsl
or
htt ps:l/apps. fortw+nrtht�xas.$ov/Pro.�ectResources/
Divisian 0� - �tistin Conditions
02 41 13 Selective Site DemoIitinn
02 41 1 S Pavzn Removal
Division 3� - Exterior Im rovements
3217 23 Pavement Markin�s
3217 25 � Curb Address P
�a sz �� soda��
nivisinn 33 - Ufilities
Last Revised
12120/20I2
02f02/2016
11122/2013
O51
33 OS 10 C1t' ' Trench E�cavation, Embedment, and Backfll 04/02/2021
33 0513 Fram�, Co�er and Grade Ru� s Q7/02/2021
33 OS 14 �djusting Manhnles, Inlets, Valve Boxes, and Other Structures to D9/20120I7
Grade
33 05 16 Concrete Water Vaults 12/20/2012
33 OS 17 Concrete Co]]ars 12f2012012
App� t�dix
GC-6.06.D
GC-5. D7
GN-1.0
�D-1.0
PQ-1.0
Minority and Women Owned Business Enterprise Compliance
Wage Rates
General No�es
Statadard Construction Details
Praj�ct Map and Quantity
END OF SECTION
C1TY OP FQRT' W ORTH 2O22 Concrete Restoration Contract 1
S7"AN]3AILD CONSTRUCfIflN SPEC�TCATIDN DOCUMENTS CityProject No. {03445
Iteyised Navem6er 2, 2021
DOOSl4-1
MAYpR AND CQUNCii, COMMUI+IICATION (M&C)
Pagalofl
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�ECTfON 0� 0510
MAYOR AND COUNCTL C.OMMiJNICATION (M&C}
�Assembler: Far CantractDocument eycecution, �emove thispage rrnd replace with the approved
M& C for the award af td�e pPoject. M& C insert shall be �rr hlaie paper.]
END OF SECTION
CITY pF FORT WORTH
STANDARd COriSTRUC'I'I�N SPECIFICATION ]]OCUMLNTS
Revised ]uly 1, 201 l
2022 Cvncrete Itesto[ation Contract 1
City P�nject No. I 03445
�ity v� F��t VY�rth, Tex��
�ll���r a��� ��un�il ��rnrr��ur�i���i�r�
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L4C� NIoIME{ ���022 ��NGRET� RE�TORJ0.TIUi�1 COhiTRAC7 1
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(CE? ��nd C� �) Authorlae �x�cuxlon of a�ontr�cl wlth �ako� Inc,. �r+ lJ�e Ar�7ou�l of �82�.69Q,�� ror �o�rcrele F"a�e! I��pl��am�nls �! V�rio�.�s
L0��11vrsS
l�EC ��+4M E!d D�AT f��J:
II �s re�or��ne��e� khal th� �i�y Cnuncll aulhor�za c�sce��lion of a c�nlra�k with �1ako� Mn�., �€� khe am�uni a� ��29�69�.0� i�r ��nG-rr��e par���
r�p�acs�m�ni� �l �r.�rlou� lacafians €o� tt�a 202� ��ncre�a �es�orak�on �onlr�cl � �xr�J�oE ��I#y Pr�J�ct �io. 103�45}-
Qi�CEJ��uiON:
The �Escal Y�ar �Q�7 Pay-�� ���rlraci Stfeati Nlalnler�s�ce f�.rn�r�m grou}�s varlr��s t��res o� sir2et m�lnte�rance �nta s�re�ffpc co�ar��� p�c�C�c�es.
'�he 20�� �onC��t� Re�t�7r�ks�n ��ntr�,ci 1 y�ro�+odes i�� the repair and recons#r�Cklar� of [�il�d GonC�eke ��verr�eMti at five locek�ons ��s�ad �alo�r�;
$L��K
��� - 999
STRE�T
�.I hrll7 1 C D
sa Blv�
472� ��roema� Qr
62U4 - 82U0 lF�e�7ch Qu��iet Ln
�'{ �� R'� {� y I�LI A[���I�11C� �f1
10��(� — 74599 IWlld �ak Dr
Rd = l�-le�plilll �t � B
Freeman �r � $
Ln — �r]�ans �n I B
Ht�mpilH! �k —�und��land �l � 8
#�d — �rlaha�any � B
�oitstr��tlon f�r I�is pra�ect ks expecled �o slark Jn eaely 2Q�� $r�d to �� oom�letad �y ss�mrner 20'l2. T�er� �s n� anll�lp�ted �m�act or, the �eneTa�
�s�nd opr�rallny k��d��� �pon c.on7��etior� of thls contfa��,
�h�� pro�act +r��s �d�er�lsad for bld or� i�avamber �#, 2021 and Navemb�r ��, �0��, {� khe �o+f lNorltr ��ar-Fe�$�rarn. Qr� I]��eml�er 1� �Q�1, Ihe
taslowing b�ds wer� re�cel�ed:
�i��ers
�v� I�r�pm Ink�rnalion�E'
kou.lnc,
}�r11r1fr$wnstru cEl�n
pko Concret� �kr��l�r�s
H ��n8tn.ictlon Ll.�
A�ount
*�85�.i3�.4p�
$8�9,8Jp_0�
�,�48,426,�C�
�995,�2�,D0
��,2y i,���.50
•Green Dream Inie€n�,ilonal w�s c�Isyt�aliFfed h��eusa Ehey failed to i�im tn if7el� N1U48E p[�perwark.
Fundlnq Is huti�oteu sn tho �a� �ul • Irrr;�rovernan�� blher ihan �4rll�lnns ��c�sunk oi E�e Tr�nsp�rtakEon 8, pubal4 V4+orks I�inhwa�+ &�tro�sls
Deparkrrtan�'s ��nar�l Ca�ilal F'rojec�s �und Far lha �0�2 �ar+cr��e R��t�ratlo�7 1��o�eet.
f�11W�E QFFIC� - MA�(�U, IEdC :s ir� cam�E�ance v�k�3� the C�ty`s �usln�sss ���Ily �rdlnan�e by commkllkn� to �8.04°la �t�siness �4uity
perticlpall�n an R�r�s praJe��, The C�Ky's �usGln�s� Equlky gt��l �n �hl� project ls 26'1�,
TE�Fs ar���c� I� loc�ke� Pn �D1��1�1�. �1�7F�i�7� 6 an[� 8.
FI�CAL INF�f�M�I�IOH,.�.�Fti��1FJCATI�N;
�ttie Drre❑tor af �in€�n�e cart�fres �hat #u:�ds are avaa�abio in lhe ��rrer�l �upik�l k�udgek, as previously apptu�r;�E+3t�. an khv ��e�a�eE Capital
PruJecf� F�nd fn� �CF22 �on�rei� S�estoretJpn 1�rr�Ject #� sup�rc tire appra+r�l �i �h� €�ba�+e recamrr�enJah�n �e�d �rc�r.ia#ion of the can�rec�, f�rlor
to any expentli�u�� b�ing In�urred, the Trarrspor�atlor� �n� J�ubl�c'Norlss �ep�rtmc�nk has Rha res�ons�bi;i�y ;� vallda�o #�re availabdi#y af �urrds,
��mltted for �ity M2�n�g�,��%..{� , ce b+� aen� Bur�h�loff 8� 18
n En s Un� Head• V�+"sllGarn Joh��on 78�1
Addll����1.1��Tmail�rr Cantac�t; Manty F�all 668�
ADDENDUM N�, I
20�� CONC1tETE REST'DRATIDN CON'I�tACT 1
CITY PROJECT NO.: 1Q3445
A�idendum No. 1 Issued: December 14, 2021
Pr4spective Bidd�rs are hereby notified of the following revisions:
S�ction 3� 1313 — Concrete Pa�in :
Attached Secfiifln 3213 13 — Cancrete Paving shall be included in biddin� document.
Please acknawledge receipt of this addendum by signing and insertang inio your propasal at tl�e
time of bidding. Far��re to return a signed copy af this addendum maY be grounds for rendering the
bid as nonresponsive.
Receipt Acl�owledges:
�Y�
$Y�
IRETpMIWA t7'i' U, PROJECT MANA.GER
32 13 l3 - 1
CONCRE'I'E PAVING
Page i of 22
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SECTION 3� 13 l.3
C�NCRETE PAVING
PART10 GENERAL
1.1 SUMMARY
A. Section includes:
1. Finished pavement constructed of portland cement concrete including
monolithically poured curb on the prepared subgxade or other base course.
B. Deviations from this City of Fort Worth Standard Specification
1. FOIZ THIS PROJECT CONCRETE PAVIlVG SECTION 32 13 I3 INCLLTDE5
F'INISHED CONCRETE OF INDIVIDUAL PANEL QRIAND PANLL WITH
MONOLITHICALLY POURED CURB.
2.
3.
4.
5.
G.
7.
MINOR MANHOLE AND WATER VALVE BOX .AD7US'I'MENr SHALL BE
CONSIDERED SUBSIDTARY WORK, NO SEPARATE PAY.
BACI�PILLING AND FINTSHING GRADE SEHIND CUR� INCLUDING
�LJRNISHING AND PLACIIVG TOP 50II� SI�ALI. BE CDNSIDERED
SUBSIDIARY W�RK, NO SEPARATE PAY.
SAWING, CLEANING AND APFLYING JOINT SEALANT'S WITH
�'CTRNISHING AND INSTALLING MATERIALS SH�1I-L SE COIVSIDERED
SUBSIDIARY WORK, NO SEPARATE PAY.
UNCLASSI�IED EXCAVATION (IF IVEEDED) FOR CONCRETE �'AVING UP
TO 7 I1VCH SHALL BE CONSIDERED SUBSIDIARY, NO �EPARATE PAY.
Mll�TIMUM COIWIPRESSNE STRENGTH OF HIGH EARI�Y STRENGTH {HES)
CLAS5 CQNCRETE SHALL BE 3,000 PSI AT 72 HOURS.
TO CHECK THE COMPRESSIVE STRENGTH O�' THE C�NCIZETE BEING
PLACED ONE CYLIIVDER TO BE TESTED AT 3 DAYS BY CITY IN
ADDITION TO TEST AT 7 DAYS AND 28 DAYS.
27 C. Related Specification Sactions include, but are not ne�essarily limited to:
28 1. Di�ision 0- Bidding Requirements, Contraci Forms, and Conditions of the Contract
29 2. Division 1- General Requirements
30 3. 5ectian 32 41 29 - Concrete Paving Re�air
31 4. Section 3213 73 - Cancrete Paving Joint Sealants
32 l,2 PRICE AND PAYIVIENT PROCEDURES
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A. Measu.rement
1. Measurement
a. Measurement for this Item shall be by the square yar� of camplet�d and
accepted Concrete Pavernent in its iinai position as measured from back of curb
for v�rious:
I) Classes
2) Thickr��sses
2, Payment
C1TY flT; FORT WpR'1'H 2D22 Conaete Resto�etion Contract 1
STANDARD CONS'I'RLIC'TION SFECIFiCATION DOCiiME1V7'S Gity Pmject 1Vo. 103445
Revisetl December 20, 2012
3213 13 - 2
CON�ELE'iE PAV ING
Page 2 of 22
I a. The work parformed and maierials furnishe.d in accordance witli tliis Item vwill
2 he paid for at the unit price bid pez sqt�are yar'd vf Cancrete Pavement.
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The price bid shall include:
a. Shaping and fine grading the placement a�ea
b. Furnishing and applying all water required
c. Furnislung, loading and unloading, stniing, �auling and handling all concrete
ingredients including all freight and royal.ty in�olved
d. Mixing, Qlacing, finishing and curing aIl cancrete
e, �urnishing and installing ali reinforcing steel
f. Furnishing all materials and placing longitudinal, waiping, expansion, and
contraction joints, including alI ste�l dowels, dowel caps and load transnlission
units reqUireci, wir� and der+ices for placing, holding and supporting the sYeel
bar, Load transr►�ssion units, and joint filler material in the proper position., for
caating steel bars where required by the Drawings
g. Sealing joints
h. Monolithically poured curb
i. Cleanup
j. MAKING MINOR ADJLTSTMENT OF EXISTIl�G MANHOLE ANU
WATER VALVE B�X ADNSTMENT
k. BACKFILLING AND FIl�IISHING GR�DE BEHIND CURB INCLUDING
FURNISHING AND PLACING OF TOP SOIL PER SECTION 32 91 19
1. UNCLASSIFIED EXCAVATION (IF NEEDED) FOR CONCRETE PAVING
UP TO 7 INCH
1.3 REFERENCES
Reference standards cited in this specif'scation refer to tl�tte eurrent reference standard
published at the tarne of the latest rer+xsion date logged at the end of this
specifiea�ion, unless a date is specifically cited.
ASTM Tnterz�ational (A�TM):
a. Ab15/A51SM, Deformed and Plain Biilet-Sceel Bars For Concr�te
Reinforcetnent
b. C3l , Standaa�•d Practice for Mal�ing and Curing Cancrete Test Sp�cimens in the
Field
c. C33, Cancrete Aggregates
d. C39, Standard Test Method for Compressi�e Strength of Cylindrical Concrete
Specimens
e. C42, Statzdard Test Method for Obtaiziing and Testing Drilled Cores anci Sawed
Beams of Concrete
f. C94/C94M, Standarcl Specifications for Ready-Mixed Concrete
g. C15Q, Portland Cement
h. C 156, Water Retention by Cnncrete Curing Materials
i. C172, Standard Practice for 5ampling l�reshiy Mixed Concrete
j, C260, Air Entraining Admixtures for Concxete
k. C309, Liquid Membrane-Farming. Compounds for Curing Concrete, Type 2
1. C494, Chemical Admixtures for Concrete, Types ��A��� ��D��� ����� �illl ��G��
m. C61S., Coal Fly Ash and Raw or Cal.cined Natural Pozzolan fnr use as a Mineral
Admixture in Concrete
A. Referene� Standards
1.
2.
CTPY OF FOBT WURTFI
STANI7ARD CflNSTRUCTION SPECIE�SCATiQN DOCUMENTS
Revised December 20, 20i2
2022 Conc�ete Restoration Contract 1
CityProject ATo. 103445
32 13 13 - 3
CONCRETE PAV�1G
Fage 3 of 22
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n. G881, Standard Specifica�ion for Epoxy-Resin-Base Bonding Systems for
Concrete
o. C106�4, Si�andard Test Method ftir Temperature of Freshly Mixed Hydraulic-
Cement Concrete
p. C1fiD2, Standard Specification for Mixing Water Used in the Production of
Hytlraulic Cement Concrete.
q. D698., Laboratory Compaction Charaeteris�cs of Soil Using Standaxd Effort
(12,40D ft lbflft3)
3. Americau Cancrete Institute (ACn:
a. ACI 305.1-06 Specif'ication for Hot Weather Concreting
b. ACI 3Q6.1-90, Standard S�ecificadon for Cold Weather Concreti�g
c. ACI 31$
13 1.4 ADMINISTRATIVE REQvIREMENTs INOT USED}
14 1.� SUSM�'I'TALS CNOT USED]
IS 1.6 ACZ"ION S�CIBMITTALSIINFURMATIONAL SUSMITTALS
l� A. Mix Design: submit for approvai, Sce Item 2.4.A.
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1.7 CLOSEOUT SLTBMITTALS [NOT USED]
l.g MAINTENANCE MATERIAL SUBNT�TTALS [NDT IISED]
1.9 QUALITY ASSIIRANCE [NOT USED]
11D DELIVERY, STORAGE, AND HANDLIla7G [NDT USED]
1.11 FIELD CONDITIONS
Q Weather Conditions
2.
�
l. Place cvncrete when concrete temperature is betwaen �0 and 100 degrees when
�neasureci in accordance with ASTM C1064 at point of placement.
Hot Weather Concreting
a. Take immediate corrective action ar eease gaving when the ambient
temperature exceeds 95 degrees.
b. Concrete paving operations shall be approved by the City when the c.oncrete
temQerature exceeds 100 d�grees. See Standard Specification fox Hat Weather
Concret�ng (ACI 305.1-06).
Cold WeaBier Concreting
a. Do not place when ambient tetnp in shade is below 40 degrees and falling.
Concreta may be placed when ambient t�mp is above 35 degrees and rising or
above 40 degrees.
b. Conerete pa�irsg operations shall be approved by the City when ambient
temgerature is below 40 degY'ees. See Starjdard Speeification for Coid Weather
Concre�ing (ACI 306.i-90�.
B. Time: Place concrete after sunrise and no later t1�an shall permit the finishing of the
�avement in natural light, or as directed hy the City.
CITY O� S(3itT 1NORTFI
gTpNUARD CONSTCtUCTIdN 5PECIPICA'1'ION AOCiTNISN'FS
Revised December 24, 2012
2022 Conc�ete Restdration Contract 1
City Pmj ect Nio. 143445
3213 13 - 4
CONC:RETE PAVING
Page 4 af 22
1 11� WARRANTY [1�OT USEDl
2 pART � - PRUDUCT�
3 �.1 OWNER�FURNiSHED PRODUCTS [1lTOT USED]
4 2.� MATERIALS
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A. Cementitious MateriaI: ASTM C15fl.
B. Aggregates: ASTM C33.
C. Water: ASTM C1b02.
D. Admixtures: When admixtures are used, confonm to fihe appropriate specification:
1. Aar-Entraining Admixtures for Concrete: A�TM C26d.
2. Ciaemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F"' and "G."
3. Fly Ash
a. Caal Fly Ash at�d Raw ar Calcined Nahual Pozzolan for Use in Concrexe:
ASTM C618.
b. �ly ash may be substituted at one pound per pound of cemenY up to 25% of the
speciiled cem�nt conteni vvhe� such batch design is approved by the Engineer.
B. Steel Reinforcement: ASTM A615.
F, Ste�l Wire Reinforcement: Not used for concrete Qaaernent.
G. Dowels and Tie Bars
1, Dowe1 and tie bars: ASTM A615.
2. Dowel Caps
a. Provide dowel caps with enough range of movement to allow connplete closure
of ttae expansion joint.
b. Caps for dowel bars shaIl be of the length shawn on the Drawings and shall
have an internal diarneter sufficient to permit the cap to freely slip nver the bar.
c. In no case s�all the interual diameter exceed the bar diameter l�y more 11$ inch,
and one end of the cap shall be rightly c�osed.
3. Epoxy for powal and Tie Bars: ASTM C881.
a. 5ee fo�iowing table for approved producers of epaxi.es and adhesives
Ci'i`jC pP �'ORT Wdlt'I'H
gTp�Nl7ARp CONSTRUCTION �PECIFICA'I`�QN DOCUMEN'FS
Revised �ecem6er 20, 2012
2022 Concrete Restoration Coniract 1
City Projecs No.103A45
321313-5
CONCR�TE PAVING
Page 5 of 22
1
z h. Epoxy Use, Storage and Handli�g
3 1} Package compvnents in airl'zght containers and protect from light and
4 moisture.
g 2) Include detailed instructions for the appucation of the material and a11
6 safety information and warnings regarding contact witia the components.
� 3) Epoxy label requirements
g a) Resin or hardener co�mpvn�nts
g b) Brand name
�p c) Name af znanufacturer
1� d) Lot or batch number
12 e) Temperature range ior storage
1� f) Date of manufackure
14 g) Expiration da.te
�� h} Quantity eontained
1� 4) Store epoxy and adhesive companents at temperatures recommended by tl�e
1 � manufacturer.
lg 5) Do nat use damaged or pre�iously opened containers and any material that
1� shows evidence of crystallization, lumps skinning, extreme thickening, or
�p settling of pigments that oannot be readily dispersed with normal agitation.
2� 6} Follovu saund environmental practices when disposing of epoxy and
�2 adhesive wastes.
23 7) Dispose of all emptq containers separately.
�4 g) Dispose af epoxy hy co�pletely empkying and mixing the epoxy before
25 disposal
26
27
2$
29
30
31
32
33
34
35
36
H. Reinfarcement Bar Chairs
�
3
4.
Reinforc�ment bar chairs oi supports shall be of adequate sirength to support the
reinfQrcernent bars and shall not bend or hreak under the weight of the
rein%rcement bars ar Ce�ntractox's persQnnel walking on �lae reinforcing bars.
Bar chairs may be rnade af inetal. (free of rust), precast mortar or concrete blocks or
plastic.
For agproval af plastic chairs, representative sa�pl�s of the plastic shall s�ow no
visible indications of deteri.oration after immersion in. a 5 pexcent salution of
sadaum hydro�cide for 120-haurs.
Bar chairs rnay be rejected for failu�e to meet any af the rec�uirements of this
specification.
C1TSC OF FQRT WORTFI
STANBARD CONSTRiJCi'ION SPECIE�CATION AOCiIMSNTS
Revised I?ecember 20, 2012
2D2Z Concrete Restoz�tion Conitact 1
City Pmject No. 103445
32 i3 i3 - 6
CO1VCTtETE PAVING
Page 6 of 22
t I. Joint Fillar
2 1. Joint filleT is the material placed in concre�; pa�emeut and cancrete struetures to
3 allow for the expansion and contraction of the concrete.
4 2. Wood Boards: Used as joint fillex for concrete pa�ing.
5 a. Boaxds for expansion joint filler skall be of the requir�.d size, shape and type
6 indicated on the Drawings or �equired in the specificadons.
� 1} Boards shall be of seiected stock of redwoad or cypr�ss. The boards shall
g be sound heartwood and shall be free from sapw'ood, knots, clustered
g birdseges, checks and spl.its.
�p 2) J41II� �1�Ci, baards, shall be smooth, flat and straight throughout, and shall
11 be suf�'iciendy rigid ta permit ease of installation.
12 3) Boards sktall he furnished in lengths equal to the width between
13 longitudinal joints, and may h� furnished in strips or scored sheet of the
14 required shape.
15 3. Dimensions. Ttie thicl�ess of the expansion jointiiller shail be shown on the
1� Drawings; the width shail be not Iess khan �hat shown on the Drawings, providing
17 far �h� top seal space.
lg 4. Rejection. Expansion jnint fiiler may b� rejected for failure ta meet any of the
�g rec�uirements of this speci�'ication.
20 r. 7oint Sealants. Provide Joint Sealants in accordance wit1� Secrion 32 13 73.
� 1 K. Curing Materials
�2 1. Membrane-Forming Componnds.
23 a. Conforsn to the requirements of ASTM C309, Type 2, white pigrr�ented
24 coznpound and b� of snch natuxe that it sha11 not produce permanent
2� discoloration oi cancrete surfaces nor react deleteriQusly with the conctete.
26 b. The compound shall produce a%rm, continuous uniforrn moistvre-impermeable
27 film free fronp. pinholes and shall adhere satisfactorily to the suz�aces of damp
28
29
30
31
32
33
34
3S
36
37
38
39
4a
4I
42
43
c.
d.
e.
f.
g•
h.
concrete.
It shall, when appiied to the damp concrete surface at the specified rate of
coverage, dry to touel� in 1 haur and dry through in not more than 4 hnurs under
no�7na1 canciitions suitabie for eoncrete operatians.
It s�all adhere in a tenaciaus film witltout running oif or appreciably sagging.
It shaIl not disintegrate, cheek, peal or erack during the required curi.ng p�riod•
The compo�aad shall not peel or pick up ander traffie and shall disappear from
the surface of the cancrete by gradual disintegration.
Tne compoand shall be delivered to the job site in the manufacturer's original
cantainers only, which shall be cleariy labeled with the manufacturer's na.me,
the trade name of the material and a batch number or symbol with which test
sarmples may be correlated.
When tested in accordance with ASTM C156 Water Retention by Concrete
Curing Mat�rials, the liquid membrane-forming compound shaIi testcict the loss
of water present in tl�e test specinnen at the time of application of ths euring
compound to not more than �.01-az.-per-2 inches af surface.
44 �.3 ACCESSORIES �NOT USED7
45 2.4 SOURC"E QUALITY CONTROL
4b A. Mix Design
CTT'Y OF FORT WO1Z'CEI
STP,NDA1tD CONSTRL7C7TON 5PECIPICA'L`ION AflCUMENTS
�evised 1?ecember 20, 2�12
2022 Conciete Reatoration Contract 1
Ciky Pmjeet No. 1U3A45
32 S3 i3 -7
CONCRE7'E PAVING
Paga 7 of 22
1 1. Concrete Mi�c Design and Control
� a. At least 10 calendar days priar to the start of eoncrete paving operations, the
3 Contractor shall submit x design of the cancrete r�ix it proposes to use and a
4 full descrigtion oi the source oi supply of each material component.
g b. The,design af the cQncrete mix shall produce a quality concrete cornplying with
6 these specif'ications and shall include t.he following infornaation:
� 1) Design Requarements and Design Summary
g 2) 1Wlaterial saurce
g 3} Dry weight of cementicubic yard and ty�e
10 4) Dry weig%t of fly ashlcubic yard and type, i� used
�1 5) Saturated surface dry weight of fine and coarse aggregateslcubic yard
�Z 6) Design waterlcuhic yard
�� 7} Quantities, type, and name of aclmixt�ues with manufacturer's data sheets
14 S) Current strength tests ox st�•ength tests in aecordance with ACI 318
15 3) Current Sieve Analysis and -200 Decantation af fine and caarse aggregates
16 and date oi tests
17 14) Fineness modulus of fine aggregate
lg 11} Specific Gravity and Absorption Values of fine and coarse aggregates
lq 12} L.A. Abrasion of caarse aggregates
�p c. Onca znix d�sign appro�ed by City, maintain intent of amix design a�d
21 maaeimum water to cement ratia.
22 d. No concrete may be placed on the jab site until the mix design has been
�3 approved by tize City.
24
25
zb
z�r
Zs
29
30
31
32
33
3A�
35
3C
37
38
34
�0
41
42
43
44
45
46
2. Quality af Concrete
a. Consistency
1) In general, the cansisteney df conerete mixtures sha11 be such that:
a) Mortar shall cling to tY�e coarse aggregate
b) Aggregate sha11 not segregate in concrete when it is tran.sported to the
place of depasit
c) Concrete, when ciropped directly from the di�ct�arge �hute of tx�e mixer,
shall flatten out at the cent�r of the pile, but t�e edges of the pile shali
stand and not flow
d) Concrete and mortar sha11 show no free water when removed from the
xnixer
e) Concrete shall slide and not flaw into place when transport�d in metal
clautes at an angie of 30 degrees with the horizontai
f� Sul�ace of the f�nished concrete shall be free from a sut-�ace film or
2)
3)
4}
laitance
W4zen iield conditions ax'e such that additional moisture is needed for the
finai cvncrete surface finislaing operation, the required water shall be
applied ta the surface by hand sprayer only and be held to a mir�imum
amount.
'The concrete shall be vvorkable, cohesi�e, possess sa�isfactory finishing
quali�ies and be of the stiffest consistency thai can be placed and vibrated
into a homogeneous mass.
Excessi�e bleeding shall be av�oicied.
CITY OF FOR'� WaRTH
STANDARD CONSTRUCTI4i� SP�CIFICATION DOC[iME�iTS
Revised December 20, 2012
2022 Concrete Restoration Cont�ct 1
City Pmject Nn. 1 Q344S
321313-8
CONCRETE PA'VIl�1G
Page 8 of 22
� 5) Tf the strength o:r consi�tency eequired %r the class af concrete being
2 produced is �ot sacured witki the minimum cement specified or wifihout
3 e�ceeding the ma�cimum waterlcennent ratio, the Cantractar may use, or the
� City rnay require, an approved ce�ent dispersing agent {water reducer); or
5 the Coniractor si�a]1 furnish �dditional aggregates, or aggregaies with
6 different characieristics, or the Contractor may use additional cement in
� order to produce the required results.
g 6) The additional cernent may be permitied as a temporary measure, until
g aggregates are chariged and designs checked with ttae different aggregates
lo or cez�ent dispersi�g agent.
11 7� The Contractor is solely respnnsible for the qnalitY of the conerete
IZ produced.
13 8) The City reserves the right to independent�y verify the c�uality of the
�4 concrete through inspectian of the batch plant, testing of the various
�S materials used in t1�e concrete and by casting and testing concrete cylinders
16 or beams on the concrete actually incorporated in tY�e pavement.
l� b. Standai'd Class
lg 1) Unless otherwise shown on the Drawings flr detailed specificatians, the
19 standard class for concrete paving for streets and alleys is shown in the
�p followin� table:
21
C1TY OP FORT WORTII 2022 Conc�ete Restoiatian Gontract 1
5TANDART] CQN3TRUCTIQN SPECIFCCATIQN DOCi7M1'sN'1"S
City Praje�t No. 103445
[tevised December 2Q, 2012
321313-9
CONCRL'T� PAVIl+IG
Page 9 nf 22
1 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum
Concrete' Cementitious, Compressive, Waterl
Lb.ICY Strengthz Cementitiaus,
psi Ratio
2
3
4
5
6
7
S
9
10
11
12
13
]�+
15
16
p 517 3600
� ��4 450�
1. A!1 exgosed horizontal concrete shall have �
2. Minimurrr ComQressive 3Srength Reyuired•
p.49
O.A�S
Course
�g��g�te
iVla�cimum
Size
inch
1-ll2
1-112
2) Machine-Laid con.crete: Class P
3) Hand-Laid cancrete: Class H
�. �gh Early Strength Cnncrete (HES} rovide Class HES concrete for
1) W�en shown on the Drawings or allowed, p
5 very early opening of pavements area or lea�eouts to tzaffic.
2) Design class HES to meet the rec�uirements of class specif'iad far concxete
pavement and a minimum eomprassive st�ength of �99 3 �flnPs� in �4 72
t�
�, unless other early strength and time requirements are show�► on the
Drawings allowed.
3) No strength overdesign is required.
Class oi
Cancrete'
Course
Aggregate
IVIaximum
5ize,
inch
1-112
Star�dard CSasses oFPavement C:oncrete
Nlinimum 28 Day Min. M�imum
Cementit�ous Compressive Water/
L1a.ICY Strength2 Ce�x►entitious
�y�i Ratio
HES 564 4500 0.45
17
18
19
Za
zl
22
cl. Slump
1) Slump requirements for pavement and related concrete shall be as specified
in the following tahle:
Concrete Pavement
Concrete Use
Hand Formed Paving
Sidewalk, Cur6 and Crutter, Concrete
Vailey Gutter and Ok4�er Miscellaneous
Concrete
Recommended
Design
and Placement
Slump,
inch
1-112
4
4
Maa�imum
Acceptable
Placement
�lump,
inch
3
5
5
23
24 2) No concreie shall be permit�ed with slump in excess of khe max�mums
25 shawn.
CTFY flF FORT 1Ti'ORTH
3'iAI�IDAItD COATSTRiTC'i'TiON SPLCIPICATIQN DOCUMENTS
Revised December 20, 2012
2022 Conorete Restoratian Cont�aat 1
City Projeet No, 1�3445
32 13 13 - 10
CONCRE'['� gAV1BTG
Page 10 0# 22
� 3) Any concrate mix failing to meet the above cons�stency requirements,
2 aitkiough meeting the slump requirements, shall be considered
3 unsatisfactory, and the mix shall be chat�ged to correct sach ansatisfactory
4 conditions.
5 PART 3 a EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION [NOT USED]
8 3.3 PREPARATION [NOT USED]
g 3.�d iNSTALLATION
10 A. Equipment
11
12
13
14
15
15
17
18
13
20
21
22
23
24
2S
26
27
28
24
3Q
31
32
33
2.
3.
4.
AIl ec�ipnaent necessary for the conshvction of this ite�n shall be on the project.
Ti�e equip�nent shall include spreading devices (augers}, internal vibration,
ta�mping, and st�rface floa�ing necessary to finisi� the freshly placed concxete in such
a matu�er as to pro�ide a dense and homogeneous pavement.
Machine-Laid Concrete P�vement
a. Fuced-Fozm Paver. Fixed-form paving equipment shall be pravided with forms
that are uniforrnly supported on a very firm subbase ko prevent sagging under
the weight of machine.
b. Slip-Form Paver
1) Slip-farm paving equipment sha11 be pro�ided wiCh traveling si+de forms of
suff'tcient dimensions, sha�e and strength so as ta support the concrete
laterally far a suff'icient Iength of tirne during placernent.
2) City may reject use of Slip-Form Paver i£ paver requires ovex-digging and
impacts trees, mailboxes or flther improvements.
Hand-Laid Concrete Pavement
a. Machines that do noi incorparate these features, su�h as roller screeds or
vihrating screeds, shall be considered tools to be used in hand-laid concrete
construction, as slumps, spreading methnds, vihratian, and otherprocedures are
rnore eomtnon to hand methods tham to machine methods.
5. City may reject equipment and stap ogeration if equipment does nat meet
requiremants.
B. Concrete M�cing and Deli�ery
1. Transit Batching: shall not be used — onsite mixing nat permitead
3q 2. Ready Mixed Concrete
3S a. The concrete sha11 be produced in an approved method canforming to the
36 requirements af this speciiicafion and ASTM C94/C94M. City shall have access
37 ready mix to get samples of materials.
3$ b. City sha�i l�ave access to ready nnix plant ta obtaiin material samples.
39 c. When ready-mix concrete is Usec�, sample cancrete per ASTM C94 Alternate
4p Procedure 2:
41 l.) As the mixer is being �mptied, individual samples shall be taken after the
4� discharge of appraxirnately ].5 percent and SS percent of the laad,
CITY OF FORT WOR7'H 2O22 Concrete Restoration Conhxct 1
STANDARD CON3TRiTCTTON SPBCIFICATIDN DOCUMBN'I'S City Project Na. 143445
Revised December 2D, 2012
321313-1T
CONCR�TE PAVING
Page S 1 of 22
� 2) The method of sampling si�all pravide that tbe sample� are representative o�
2 widely separated portions, but not frr�m the very ends of the batcia.
3 d. The mixing af each batch, after all materials ar� in the drum, shall eontanue un�il
4 it produces a tharoughly mixed eoncrete af unifor�x� mass as determined by
g established mixer performance ratings and inspectaon, or appxopriate uniformity
6 tests as described in ASTM C94.
� e. The entire contents of the ci�um sha.11 be dascharged before any naaterials axe
g plaeed therein for the sueceeding batch.
g f. Retempering or remiacing shall not be permitted,
10 3. Delivery
� I a. Deliver concrete at an interval not exceeding 3fl minutes ar as determi�aed by
12 City to prevent cold joint.
13
1�
15
16
17
18
19
20
21
22
23
24
�
26
27
28
29
3U
31
32
33
34
35
36
37
38
39
40
41
42
5. Moisture cantent shall l�e wittsin minus 2 percent to plus 4 percent of op�.mum.
When manipulataon or treaUnant of �ubgrade is required on the Drawings, the work
shall be perfoimed in prvper sequence with the pxeparation of the subgrade forr
pavement.
The road.bed shall be excavated and shaped in conformity with the ty�ical sections
and to the Iines and grades shown on the Drawings ar estat�lished by the City.
All holes, ruts and depressions shall be islled and compacted with suitable material
and, if required, the sabgrade shall be thoroughiy wetted and reshaped.
Irregttlarities oi raare than 112 inch., as shown by s�raightedge or tenaplate, shall be
corrected.
The subgrade shall be uniforfnly compacted to at least 95 percent of the m�imunn
density as determined by A5TM D698.
43 7. Tlae prepared subgrade shall be wetted down suff�iciently in advance of placing the
q.4 pavernent to ensure its being in a firm and mnist condition.
45 8. Snfficient subgrade shall be prepared in advance t4 ensure s.atisfactary prosecution
46 of the wark.
A-. Delivery Tic�ets
a. For all operations, the nna�t�fackurer of the cancrete shall, befare unloading,
furzush to tY�e purchaser with each batch of cancrete at the site a delivery ticket
on which is pri�ated, stamped, or written, the following information to deternnine
thai the concrete was proportioned in accordance with the approved mix d�sign:
1} Name of conerete supplier
2) Serial number of ticket
3} Date
4) Trtsck number
5) Name of purchaser
b) Speciflc designation of job (name and lacatian}
7) Specifte class, design identificativn and designativn of the concrete in
con%rmance �rith that employed in job specifications
S) Amount of cancrete in cubic yards
9) Time loaded or a� first mixing of ceme�t and aggregates
10) Water added by rec�i�er of concrete
11) Type and arno�nt af admixtures
C. Subgrade
1.
2.
3.
4.
5.
CFTY OF FORT WORTfI 2022 Cancrete Restorution Cantract I
STANDARD CONSTRUCTIOI�T SPECTFzICATIDN llOCLiMENTS City Pmject No. 103445
Re�ised December 2a, 2U12
32 13 13 - 12
CONCRL'1'� PAVTNG
Page 12 of 22
1 9. The Contractor shall notify t1�e Ci.ty at least 24 hours in advance of its intention to
2 place concrete pavement.
3 1�, After the specified moisture and density are achieved, the Conxractor shall maintain
4 the subgrade moisture and densiry in accordance with this Section.
h dition
g 11. In the eveni that rain or other conditions may ha�e adversely affected t e con
6 of the s.ubgrade or base, additional tests may be required as duected by the City.
7 D. Placing and Remvving Forms
g 1. Placing Farins
g a. Farms for machine-lai.d concrete
1q 1} The side forms shall he metal, afr approved cross sectian and bracing, oi a
11 height no less than the prescribed edg� thickness oF the concrete sechon,
12 and a mini�mum af 1Q feet in length for saeh indi�idual form.
�3 2) Forn�s shall be of ample str'ength and sial�ed with adequate number af pins
14 capa�le af resisiing the pressure of conexete placed against them and the
15 thrust aAd the vibration af the cot�struction equipment operating �pon them
16 without appreciable springing> sett�izxg or deflection.
1� 3} The fort�s shall be free irom wargs, bends or kinks and shall show no
�g variation from tiie true p�ane for face ar top.
�9 4) FormS shall be jointed neatly and tightly and set with exactness to the
20 established grade a�ad alignment.
21 5) Forms sha11 he set to line and grade at least 20Q feet, where practicable, �n
22 advanc� of the paving ogerations.
Z� 6) In no case shall the base width be less than 8 inches far a form 8 inches or
24 more in height.
2� 7) Forms must be in firm contact with the subgrade tk►roughout their lengtt�
�6 and base widtl�.
27 $) if the subgrade becomes uustable, forms shall be reset, using heavy stakes
28 or other additional supparts may be necessaiy to provide the requi�ed
29 stability.
30 b. Forms for hand-laid concrete
3� 1) Farnas shall e�tend the full depCh af cnncr�te and be a m�inirrium nf 1-1/2
3� inches in tk�ickness or equivalent when wooden fox-ms are used, or be of a
�� gauge that s�all pmvide equivalent rigidity and strength when metal fnrms
34 are used.
3S 2) For curves vvith a radius of less than 250 feet, acceptable flexible metal or
�6 wood %rms shali be used.
37 3) AlI forms showing a de�iation of 118 inch in 1Q feet from a straight line
3� shall be rejected
'n
39 �•
40
41
42 �.
43 �-
44
45
46
47
Settling, When forams settle over 118 inch under f�nishyng aperataons, pavi g
operations shall be stopped the for�ns reset to line and grade and the pavement then
brought to th� rec�uired section and thickn�ss.
Cleaning. Forms shall be thoroughly cleaned after each use.
Removal.
a. Forms shall remai.ri in place until the concrete has taken its final set.
b. Avoid damage to the edge of the pa�ement wben removing forms.
c. Repair damage resul�ng from frnm removal and honeycombed areas vvith a
mortar nnix wik�in 24 hours after form remaval az�ess atherwise approved.
C1Ty OF FQRT WORTH 2O22 Concrete. Restoration Cantract 1
gT,qNlDARU CONSTLZUCTION SPECIFSCATION AOCIIMENTS
City Proj eet Tio. 103445
Revised December 24, 2012
3z i3 i3 - i3
CONCRETS PAVII�'G
Page I3 of 22
� d. Cleau joint face and repair haneycombed or damagad areas within 24 hours
� after a bulkhead for a transverse conskruction joint has heen removed uniess
3 otherrwi�e appro�ed, rom tl
4 e. VVhen form� are removed before 72 hours after concrete placement, p p y
5 app3y membrane curing compound to the edge of the concrete pavement.
� E. Placing Reinfotcing Steel, Tie, and Dowel Bars
� l. General
g a. Wnen reinforcing steel tie bars, dowels, etc_, ar� required �ey shall be placed
g as shown on the Drawings.
1p b. All reinforcing steel shall be clean, free from rust in the form of loos� or
Ll ohjectionable scale, and of the type, size and dimensions shown on the
1z Drawings.
13 c. Reinforcing bars sha11 be se�urely wired together at the alterrnate intersections
1;� and a11 splices and shall be seeurely wired at eack� intersection dowel and loaci-
15 trans�[nission unit intersected,
16 d. .All bars shall he instalied in their required positian as shown on the Drawings.
17 e. The storing af reinforcing or structural steeI on cornpleted roadway slabs
lg generally shall be avoided and, where permitted, suc� storrage slaall be limited
I g ta quantities and distribution that shall not iriduce excessive stresses.
20
2I
22
23
2�4
25
26
27
2$
29
30
31
32
33
34
35
36
37
3$
39
40
41
42
43
44
�5
46
47
48
�
3.
Splices
a. Provide standa�rd reiuforcemenC splices hy lapping and Cying ends.
b. Comply witts ACI 318 for zninimum lap of spliced bars vvhere not specif'ied on
the Draw:wgs.
�lnstallation of Reinforcing Steel
a. All xeinforcing bars and bar mats shall be installed in the slab at �lae required
depth helow the finished surface and supported by and sectx�ely attached to bar
chasrs installed on prescribed longitudinal and transverse eenters as shown by
sectional and detailcd drawings an th� Drawings.
b. Chairs Assembly. Tbe chair assembly sha11 be similar and equal to that shown
on the Drawings and shall be ap�roved by the City prior to extensiv'e
fab�icafiion.
c. After kl�e zeinfarcing steel is securely installed above the suk�grade as specified
in Drawings and as herein prescribed, no loading shall be impased upon t�e
bar mats ar i.ndividual bar's befare or during the placing or finishing of the
concrete.
4. Installation of Dowei Bars
a. Install through the predrilled joint filler and rigidiy support in true hn�izontal
and vertical positions by an assembly of bar chairs and dowel baskets.
b. Do�el Sas�ets
1) The dowels shall be held in position exactly patallel to sucfac� and
centerline of the slab, by a dowel basket that is left in the pavement.
2) Tbe dowel basket sha�l hold each dowel in exaetly khe correct position so
firmly that tt�e dowel's position cannot be altered by concreting operations.
c. Dowel Caps
1) Install cap to allow the bar to move not less ti�an 1-114 inch in either
directxon.
5. Tie Ear and Dowel Placement ���� �o �e surface.
a. Place at mid-depth oi tY�e pavement slab, p
CTTY OF T'OltT WORTEi
STANDARU CONSTRUCTION 3FEC[FICATIO[�F DOCrFMg.fi"f'S
ltevised becembec 2Q, 2012
2oz2 Conccete RestoiaEion Coatt'act 1
GityProject No. 103445
32 13 13 - 14
CONCRE'iE PAVi�G
Page 14 of 22
b. Plaee as shawn on the Drawings.
2
3
4
0
10
11
l2
l.3
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
3l
32
33
34
35
36
37
38
b. Epaxy far Tie and Dowel Bar Installa�i�n
1) Epoxy bars as shown on the Drawings.
2) Use only citilling operarions tha� do not damage the surrounding operations.
3) Blow out drilled hales with com�ressed air.
4) Completely %11 the drilled hole with approved epoxy before inserting the tie
bar in[o the hole.
5) Install apoxy groat and bar at Ieast 6 inches enabe.ddeci into �oncreCe.
F. Joints
1. 7oints shall be placed where shawn on the Drawings or where directed by the City.
2. The plane Qf all joints shall make a right angle with the surface of t�e pavement.
3. No joiwts shall have an error i�. aligntnent oi more than 112 inch at any point.
4. Joint Dimensians
a. The width of the joint shall be shown on the Drawings, creating the joint
sealant resereflir.
1�. The depth of the joint shall be s�►own on the Drawings.
c. Dimensions of tiie sealant reservoir shatl be in accordance with manufacturer's
recommendat�ons.
d, After curing, the joint sealant shall be 11$ inch to 1/4 inc� below ihe pavem�nt
surface at khe center oi the joint.
5. Transverse Expansion Joints
a. Expansion joints shall be installed perpendicnlarly to the surface and to the
centerline of the pavement at the locations shown on the Drawings, or as
approved hy the City.
b. Joints shall be of Yhe design width, and spacing shawn on the Drawings, or as
approved hy the City.
c. Dowel bars, shall he of the size and type shown on the Drawings, or as
approrred by the City, and shall be installed at the speczfied spacing.
d. Support dowel bars with dowel baskets.
e. Dowel� shall restrict the free ope�aing and closing of the expansion join and
shall not make planes of �wealrnesses in the pavernent.
f. Greased Dowels for Expansion Jaints.
1) Coat dowels with a thin film o� grease or other �pproved de-bonding
material.
2) Provide dowel caps on the iubricated end of each dowel bar.
g. Proacimity to E�cisting S�ructur�s. When the pavement is adjaeent to or around
existing structures, expansions joints shaII be cnnstructed in accordance w�i�1i
tlye details shown an the Drawings.
39 C. Trans�erse Cantraction Joints
,�p a. Cantraction or du�nmy joints shall. i�e instailed at the locataons and at the
�i intervals shawn on the Drawings.
42 b. roints shall be of tk�e desig�. width, and spacang shown on the Drawings, or as
43 approved by the City.
44 c. Dowel bats, shall be of the size and type si�own on the Drawings, or as
4g approved by the City, a.nd shall be installed at tt►e specified spacing.
4{, d. Joinfis shall be sawed i�to the completed pavement sur%ce as soon after initial
4�7 concrete set as pQssibl� so that some raveling of the concrete is observed in
�g order far the sawing process to pre�ent Uncontrolled shrinkage cracking.
CTPY O� FORT WORTH 2O22 Conctete Restoration Conhaci 1
STpMDARp CONSTRUCTION SPLCIPICATION DOGi]MLN'C5 City project No. 103445
Revised Deeember 20, 2012
32 13 13-15
CONCR�TE PAVIlVG
Pa�a 15 of22
1 e. The joints shall be constructed by sawing tn a 1l4 inch width and to a depth oi
2 113 inch (1/4 inch permitted if limestone aggregate used) af the actual
3 pavement thickness, or deeper if so in.dicated on the Drawings.
4 f. Complete sawing as soon as possibie in hot weather conditicsns and within a
� maximum of 24 hours after saw cutting begins under cool weather conditians.
{ g, If sharp edge joints are being obtainad, the sawing process shall be sped up to
� the paint where some raveling is observed.
g h. Damage by blade �ction ta the slab surfaee and to tbe concrete immediately
9 adjacent to the joint shall be minimized.
1p i. Any porCion of the cuzxng mennbrane which has i�een disturhed by sawing
1� op�rativns shall be r�stared by spraying the areas with additional curing
1� compound.
13
14
15
16
17
18
19
20
2I
22
23
24
25
2G
27
28
29
30
31
32
33
34
3S
36
37
38
39
40
41
42
43
44
45
46
47
48
49
7. Transverse Constnxction Jaints
a. Construction joints fartned at the close of each day's work or w�ten tk�e placing
af concrete has baen stopped for 30-minutes or longer shall be eonstxticted by
use of ine1�l or wooden bulkhaads cut true to the seet�on of the finished
pavement and clear�ed.
b. Wooden bulkYieads slaall hav'e a tksickness of not less than 2-inch stock material.
c. Longit�dinal bars shall be held sec�rely in place in a plane perpendieular to the
surface and at �-ight angles ta t�.e centerline of �ze pavement.
d. Edges shall be raunded to 114 in.ch radius.
e. Any sutplus concrete on the sub�rade shall be femo�+ed upon tlie resumption of
the work.
8. Longiiudinal Construction 3aints
a. Langitudsnal construction joints shall be of the type shown nn the Drawings.
9. Joint Filler
a. Jaint filler shall be as specif'sed in 2.2.I of the size and shape shown on the
Drawiaags.
b. Redwood Soard joints shall be used for all pavement joints excepi for
expansian }oints that are caincident with a buti jnint against existing
pavements.
c. Boards with less than 25-percent of moisture at the tirne of in.stallation: shall be
thoroughly wetted on the job.
d. Green lnrnber of much higher moisture content is desirable and acceptable.
e. The joint �iller �hall be apgropriately d�tilled to admit the dowel bars when
required.
f. The bottam �dge of the filler shall extend ko or slightly below the bottom of tkte
slab. The top edge shall be held approximately 112 inch below the finished
surface of the pavement in order to allow tile �inishing operations to be
$•
h.
eantinuaus.
The joint filler may be composed of more t�an one length of board in tlhe
length oi joint, but no board of a length less than 6 foat may be used unless
atherwise shown on the Drawings.
.�fter the remaval of fihe side forms, the ends of the joints at the edges vf the
slab shall be carefi�lly apaned for khe entire depth of the slab.
10. Joint Sealing. Routine pavennent jaints shall he filled consistent with paving. details
and as specified in Section 3213 73. Materials shall generally be handled and
applied according to the manufacturer's recommendations as specified in Section
32 13 73.
C1TY OF FDRT WLlR1�I
STANDARD CDI�TSTRUC'TION SPF.CIF�CATION DOC[IMENTS
Aevised December 20, 2b12
2D22 Concrete Resto�ation Cuntiaet 1
City Proj ect Tla. S D3445
32 13 13 - 1B
CONCRETE PAVING
Page 16 of 22
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
C. Placing Conerete
1. Unless oth�rwise specif'ied in the Drawings, t�e fini5hed pavament shall be
constructed monolithically and constructed by machined laid method unless
impractical.
2. Tlte concrete shall be rapidly deposited on the subgrade in successive batches and
shall be distributed to the rec�uired depth and for tha entire width of the pavement
by shaveling or ather approved methods.
3_ Any concrete not placed as herein prescribad within the tim� limits it� the follawing
table wi11 be rejected. Time hegins when the water is added ta the nnixer.
Cancrete Teraperature
(at oint of l.acement)
All tem erat�res
Above 90°F
Above 75°F thru 90°F
75°F and Below
1 Normal dosage of retarder.
:rature — Time Aequueme
Max Time — minutes
[no retarding agent}
Non-A 'tated Concrete
45
A 'tated Cotacrete
Time may be reduced by
Ci
bQ
6Q
Maat Time — minutes
With retarding agent) �
45
75
90
120
4. Rakes shall not he used in handiing concrete.
S. At the end of the day, orr in case of unavaidable interruption or del.ay of more than
30 maaautes or lo�nger to prevent cold joints, a transverse canstruction joint shall be
placed in accordance with 3.4.F.7 of tiais Section.
6. Honeycambing
a. Special care shall be talcen in plaeing and spading the cancxete against the
forrns and at all joints and assembli�s so as to pre�ent honeycombing.
b. Excessi�ve voids and honeycombing in the edge of the pavement, revealed by
the remot+al of the side foims, may be cause for rejection of the section af slab
in which th:e defect occurs.
H. Finishing
1. Machina
a. Tolerance Limits
1) While the concrete is still workab�e, it shall be tested for irregularities with
a 10 foot straightedge placed para11e1 to the centarline of the pavement so as
to bridge depressions and to touch all high spats.
2) Orciinates measured from the face of the straightedge to the surface of the
pa�ement shall at no place exeeed 1/1b ineh-per-faot from the nearest poiult
of contact.
3) In nv case shall rhe maximum ardinate to a 10 foat straightedge be greatex
than 118 inch.
C1TY OF FORT WOPTH
STANDARD CONSTRUC'I'IQN SPECIFCCA3'ION �OCUM�iV'I'S
Revised December 20, 2012
2R22 Cana►+ete Restoration ContCact 1
Gity P�oject 3�Eo.. 103445
32 13 L3 - 17
CO�ICRETE PAV�TG
Page 17 of 22
1 4) Any sutiace not within the tolerance limits shall be rewor�ed and
2 re�inished.
3 b. Edging
4 1) The edges of slabs and all joints requiring edging shall be carefully tooled
5 w'ith an edger of the radius required by the Drawin�s at th� ti�ne the
g con.crete begins to take its "set" and bacomes non-workable.
� 2} All such work shall be ieft smooth and true to Iines.
8
9
10
11
12
13
14
I5
16
17'
18
I9
20
21
22
23
24
25
2b
27
28
29
30
31
32
33
34
35
36
The cur�ng of cancrete pavement shall be thoroagh and confiinuous througha�t the
entire ewring period.
Failure to prnvide prop�r curing as herein pxescribed shall be considered as
sufficient causa for immediate suspension af the paving operations.
The curing methad as herein specified does not preclnde the use of any of tk�e other
comrnonly used methods of curang, and the City may apprave another method of
cu:riaag if so requested by the Contractor.
Ii any selected meihod of curing does not afford the desired results, the City shall
have the right to order t�at another metk�od af curing be instituted.
5. After removal of the �ide foxrns, the sides of the slab shall receive a like coating
before earth is ban�ced against them.
6. The salution shall be applied, under pressure with a spray nozzle, in such a manner
as to cover the entire surfaces thorough�y and completely with a�niform f�lrr�.
7. The rate af a�plication shalZ be such as to ensure cotnplete eo�eraga and s�all not
exceed 20-square-yards-per-gallon of curing compound.
8. When thoroughly dry, it shall pro�ide a continuous and flexible membrane, free
from cracks or pinholes, and sha11 nat dis�rategrate, check, peel or crac�€ d�aring the
cuari,ng period.
37 9. Tf for any reason the seal is braken during the ct�ring periad, it s�a11 be iFntnediately
38 repaired with additiotaal sealing soiution.
39 10. When tested in accordance with ASTM C156 Water Retentiou by Concrete Curing
40 Materials, the curing cozx�pound shall p�rovide a film which shall have retained
4� within the test specimen a percentage of the moisture present in the specimen when
42 the curing compound was applied according to the follo�wing.
43 I 1. Cantractor shall maintain and properly repair damage to curing materials on
4� exposed surfaces af concrete pavement continuously for a least 72 ho�rs.
45 3. Monolithic G�u'bs
2. Hand
a. Hand iinishing �ermitted anly iu intersections and aT'eas inaccessible.to a
finisl�ng machine.
b. When the hand m�thod of striking aff and consalida�ing is pernv.tted, the
concrete, as soon as placed, shall be approxamateIy leveled and than struck aff
with screed bar to such elevation above grade that, when cousalidated and
finished, the surface �f Yl�e pavement shall be at the grade ele�ation shown on
the Drawings.
c. A slight excess of material shall be kept in front of the cutting edge at all times.
d. The straightedge and joint �inishing shall be as prescribed herein.
I, Curing
2.
3.
4.
C1TX OP �'ORT WORTH
STANDARA C01�I5TRUCTION SPECiFICATION DOCiJMENTS
Revised I]ecemhex 2Q, 2412
2U22 Concrete Restoration Cantract 1
City Project No. 103445
32 13 13 - 18
Cpi�{CRETE PAvING
Page 18 0# 22
1 1. Concrete for monolithic curb shatl b� t�e same as for tf�e pavement and, if carried
Z back from the pa�ing rnixer, shall be placec3 within 20-minutes aiter bein� xnixed.
3 2, After the concrete �as been struck off and suffici�ntly set, the exposed surfaces
4 sha11 be thoraughly worked rvi� a wooden flat.
5 3. The exposed edges shall be rounded by the ase of an edging taol to the radius
6 indicated on the Drawings.
7 4. All ex�osed surfaces of curb shall be brushed to a smooth and uniFornz suriace.
8 K. Alley Paving
9 1. A11ey paving shall be canstructed in aceordance wixt� the sgecifications for concrete
l0 pavin,g hereinbefore described, in accordance with the details shawn on the
� 1 Drawings, and with the following additional provisions:
IZ a. Al1ey pavin.g shall be constructed to the rypi.eal eross sectio�s shown on the
13 Drawing5.
14 b. Transverse expansion joints of the type shown an the Drawings shall be
� g conskrucCed at the property line an each et�d of the alley with a maximum
16 spacing af 600 feet.
17 c. Transvei•se cantraction and dummy jain.ts shall be placed at the spacing s�own
1 g on the Dravvings.
lg d. Con.tractian and duznmy joints shall be formed in such a�anner that the
20 reqtyired joints shall be produced to the satisfaction of the Ciiy.
21 e. All jaints shail be constructed in accordance wi�a this specification and filled
22 in accordance wifih the requirement of Section 32 13 73.
23 L. Pavement Leaeeouks
2.4 l. Pavement leaveouts as n�cessary to maintain and provide for local t�affic shall be
Z5 provided at loeation indicated on the Drawings ax as direet�d by the City.
26 2. Ti�e extent and locat�on of each leaveout xec�uired and a suitable erossover
27 connection to provide for traffic mo�ements shall be determined in the field by the
�.g City.
29 3.� REPAIR
30 A. Repair of concrete pavemenC conc�rete shall be consistent with the Drawings and as
31 specified in Section 32 Ol 29.
32 3.6 RE�INSTALLATiON [NOT USED]
33 3.y SITE QUALITY CONTROL
34
35
36
37
38
39
40
41
42
43
A. Con.crete Placement
1. Place concrete using a fully autamated pavzng machirae. Hand paving only
permitted in areas such as intersections where use of paving machzne is not
practical
a. All concrete pa�e�ent nQt placed by hand shail be placed using a fully
automated paving machine as appraved by khe City.
b. Screeds will not be allowed exce�t if approved by the City. .
B. Testing of Materials
1. Samp�es of all materials for test shall t�e m�ade at the ex�ense oithe City, unless
otherwise speciiied in the sp�eial provisions or in the Drawings.
GPi'Y OP FORT WORTH
STANAARD CONSTRUC�'ION SPF.C:TFICATION DOC[FME{VTS
Revised December 20, 2012
2U22 Concrete Restaration Contraef 1
City Project Tio. 103445
sa���3-i9
CONCRETL PAVING
Page 19 of 22
1 2. In the event the initixl sampling and testing does not connply witli ihe sp�csfica�ions,
2 all subsequent testing o� tt�e material in order to determine if the material is
3 acceptable shall be at the Cont�actor's �xpense at the same rate charged by the
4 commercial laboratories.
5 3. All testing shali be in ac.cardaz�.ce with applicable ASTM Standards and eoncrete
6 testing technician must be ACI certified or eqaivalent.
7 C. Pavement Thickness Test
S l. Upon complet�on of ttse wark and be£ore final acceptauce �►d final payment sI�all
9 be made, pavement ihic�uess test shall be made by the City.
10 2. The number of tests and location shall be at the discretion of the City, unless
1� otherwise specified in the specia3 provisions or on the Drawings.
12 3. The cost for the initial pavement thzckness test shall be the expense af the City.
13
14
1S
1b
17
18
19
20
21
4.
�
In the event a deficiency in the thickness of pavement is reveated during norm�
testing operations, subsaquent tests necessary to isolate the deficiency shaU be at
the Contractor's expetr�,se.
The cost for addi�ional cor�g test shall be at tlae same rate charged by commercial
lahorato�ies.
Where the a�erage thiekness of pavement in the area found to be deficient in
xhickn.ess by more than 0.20 inch, �.1Ui IIdC ITl0I8 i�1�I1 Q.SO 111C�1, payment shall be
tnade at an ad�usted price as specified in the foIlowing table.
Deficicncy in Thiakness
Dete�ed b Cores
Inches
o.00 - o.zo
0.21— 0.3U
0.31— 4.40
0.41— O.SQ
Proportional Part
Of Contract Piice
Allowed
100 percent
80 percent
70 percent
6Q percent
22
23 7. Any area of pav�ement found deficient in thickness hy more than 0.50 inch but not
24 tt�ore than 0.75 inch or 1/l0 of the thickness specifie� on the Urawings, whiche�er
25 is greater, shall be evaluated by the City.
26 S. I€, in the judgment of the City the area oi such deficiency should not be remov'ed
27 and replaeed, there shall be no payment %r the. ar�a retained.
2g 9. If, in the �udgment of the City, the area af suc3� de�ciency wartants reix�.oval, the
29 area shall be removed and replaced, at the Contractor's entire expense, with
30 concrete of the tkiicicness shown an tk�,e Drawings.
31 1Q. Any area af pavetn.ent found deficient in thickness by more �.han 0.75 inch or r►�ore
32 than 1110 of the plan tluc�Cness, whichever is greater, shall be removed and
33 replaced, at the Cont�actor's entirc expense, with concrete of the thickness shawn
34 on the Dra�wings.
35 11. No additional payment over the contract unit price shall he rnade for any pavement
3b of a thickness exceeding tt►at required by the Drawings.
3'7 D. Pa�emeni Sfrength Test
C1TY OF FORT V40]i�'H
STANDA'RD CONSTI2UCTI4N SP�Cg'1CATIOTI DQCiIMEN'L'S
Revised December 20. 2012
2022 Conc[efe Restaraki� Cantiact I
Ciry PnojaeE Nn. 1D3445
32 t3 13 - 20
CONCRETE PAVII�lG
Page 20 of 22
1 1. During the progcess of the work t4ie City shall provide t�rained technicians to cast
2 iest cylinders for conforming tn ASTM C31, to maintain a check fln the
3 compr�ssive strengths of the concrete being placed.
4 2. After the eylinders ha�e been cast, they shall remain on the job site and then
5 transported, moist cured, and tested by the City in accordanee with ASTM C31 and
6 ASTM C39.
7 3.
8
9
10
�1
12
13
14
15
16
17
18
19
4.
20
21
22
23
24
25
26
5.
a
In each set, i of tI�e cylinders shall be tested at Z DAYS13 DAYS, TWO
CYLINDEILS SHAi.L BE TESTED AT 7 days; two cylinders shall be tested at 28
days. ,
IF 2 DAYS/3 DAYS TEST RESULT INDICATE DEFICIENT STRENGTH, THE
OPENING OF PAVEMENT TO TRAFFIC SHALL NOT BE YERMITTED .AND
PROJECT INSPECTOR MAY ASK THE CQNTRACTtiR TO RESiTBM�I' THE
CONCRETE MIX DESIGN TO MEET THE MIlVIMUM SPECIF'JED
STRENGTH. If the 28 day test results inci�icate de�icient strength, the Con�ractor
may, at its option and expense, core the pavement in question and have the cores
tested by an appro�ed laboratory, in accordance witla ASTM C42 and ACI 318
pratacol, except the average af all cores must rneet l 00 percent of the minimum
specifi�d strength, with no individual core resulting in less than 9Q percent of
design strength, to overrid� the results af the cylinder tests.
Cylinders andlor cores must meet rniniinum specified strength. Tf �ylinders do nat
meet minimu�n s�ecified strengtli, additional coi•es shall be taken to identify the
limits of deficient eoncrete pavement at the expense of t�e Contractor.
Cylinders an.dlor cores must meet minimum specifi�d strength. Pavement not
meeting the zninimum specified strength shall be subject to the maney penaities or
removal and placennent at the Contractor's expense as sl�orv� in the fallowing table.
Percent Deficient Percent of Conh•act Price Allowed
Greater'I'han Q ercent - Nat Monse Than SO icent 90-percent
Greater Than 10 ercent - Not More T'han 15 ercent 80- ercent
Greater Than 15 parcent 0-percent or removed and �laced at the entiue cost
and ex . ense af Contrt�ctor as d'uected by Ci
27
28
29
30
31
32
33
34
'7. 'Tl�e amount of penalty shall be deduc[ed fironn payment due to Contractor; snch as
peualty deducted is ta defray the cost of extra rnaintanance.
8. The strength requirements for structures and other concrete work are not altered by
�e special }�rovision.
9. Na additional payment over the contract unit price shall he made for any pavement
oi strength exceeding that i�equirad by the Drawings and/ar spec�cations.
E. Cracked Concrete Acceptance I'olicy
35 1. If cracks exist in concrete pavement upon cornpletion a� the project, the Project
36 Inspectar shall make a determination as to the need for action to address the
37 crac�ting as to its cause and recommended cemedial wark.
3.H 2. If the arecammended remedial work is routing and sealing of the cracics to protect
39 the subgrade, th� Inspector shall make the deternu�ation as to whether to rout and
40 seal the cracl�s at the time of final inspection and acceptance or at any time prior to
41 the end of ihe project maintenatace period. The Contractor s[�all perform the routing
42 and sealing work as directed by the Praject Inspector, at no cost to the Ciry,
43 regardless of the cause of the cracking.
C1TX OF FOIi'f WOR�I3 2022 Canc�te Restoration Conhact I
STANDAIZD CONSTRUCTION SPECIPTCATIOIV DOCiTNfENTS City Pmject No. 103445
I2evised December 20, 2412
32 13 13 - 21
CONCRE'F� PAVING
Page 21 of 22
1 3. If remedial work beyond routing and sealing is determinec3 to be necessary, the
2 Inspector and the Canbractor will atitempt to agr�e on the cause of the cracking. �
3 agreement is r�ached that the cracking is due to deCxcieut rnatarials ar workmanship,
4 t�e Contractor sha� �erform the remedial work at no ca�i to the City. Remedial
5 work in this case shall be limiteci to removing and replacing the deficient work with
6 new material and workmanship that meets the requirements nf the cont�act.
7 4. If remedial work beyond routing and seali.t�g i.s determined ta be necessary, and the
8 Inspectox and the Cantraetor agree t�at the cause of the cracking is not deficient
9 materials or workmanship, the City may rec�uest Yhe Contractar to pro�vide an
10 estimate of the cost af t�ie uecassary xemedial wock an.d/or additianal work to
11 address the eause of the cracking, and the Contractor will per.-£orx�n that work at the
12 agreed-upon price if the City elects to do so.
13 S. If remedial work is necessary, and the Inspector and the Contractor cannot agree on
14 t�e cause of the cracldng, the City may �ire an independent geotechni.ca� engineer
15 to perform testing and analysis ta dete��rnine the cause of the cracicing. The
16 coniractor will escrow 50 percent of the gropased casts af the geotechnical contract
17 with tha City. The Contractor and the City shall. use the sarvices of a geotecllnical
18 firm acceptable to both paraes.
19
20
2i
22
23
2.4
25
26
27
zg
29
30
6. If the geoteehnical engineer deternvnes that the primary cause of the cracJ�ing is the
Contractor's deficient material or worktnanship, the remedial wark will be
performed at the Cantractor's entire expense and the Contractor will alsa reimburse
the City for the balance af the cost of the geotec�nical invastigation aver and above
the amount that has previously been escrowed. Retnedial work in this case shall be
limited to remaving and replacing the deficient vt+ark with new material and
workmanship that meets the requirements of the cantract.
7. If the geotechnical engineer determines that the primary ca�se of the cracking is not
the Contractor's deficient material or workmanship, the City wz�l return the
�scrowed funds to the Contiractar. The Contractor, on request, will provide the City
an estiznate af the costs vf the necessary remedial work and/or additional wo�rk and
will pe�rform t�►e worlc at the agreed-apan price as directed by the City.
3 � 3.8 SYSTEM START[JP [NOT [TSED]
32 3.9 ADNSTING [NOT U�ED]
33 3.�0 CLEANING [NUT USED]
34 3.11 CLOSEOUT ACTIVITIES [RTOT USED]
35 31� PROTECTION [NOT USED]
36 3.13 MAINTENANCE [NOT II�ED]
37 3.14 ATTACHMENTS [NOT iT�ED]
38
CTTY OF FORT WORTfi
S'FANI7ARD CONSTRUCTION SP�GIlxiCA7TOriT 270CYJIvFLi�TFS
Rerised December 2D, 2012
2p22 Conerefe RestoiaR.ion ConhacE 1
�ityPmject Na. I43445
32 13 13-22
CONCREI� PAVII�IG
Page 22 of 22
END OF SECTION
Revision I.og
DATE NAME S[71WIMARY OF CHANGE
1212b/2012 1..2.A -- Modified items ta be included irr price bid
05/21/2014 Doug Rademaker 2.2.1] — Modified to clarify acceptahle fly ash substitution in eonerete paving
CITY aF FORT W�RTH 2O22 Couce�ete Restoration Cantiaet i
STANDARD CONS'�ti7C`TION SFECIFICATION DOCUNiEN'I'S City Project No. 103445
Revised Decem6er 20, 2012
oot��3
usvrr�.�rza� �ro sm��s
P�e � afz
SECTIDN 00 I113
TNVITATTON TD BIDDERS
RECFIPT OF BID�
Sealed bids for the constructian of 2022 CONCRETERESTORATION CONTRAC'� l, City
Praject No. J Q3�445 will be received by the City of Fort Worth Purchasing ��£'�ce utitil I:30 P.M.
CST, Thursday, December 16, 2021 as further d�scribed below:
Ciiy of Fart Worth
Purehasing Division
200 Te�as Street
For� Wortb., Texas 76102
Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the addr�s abave;
Bids vv ill be opened publicly and read aloud at 2:00 PM CST in the Gity Council Chambers.
GF�NERAL DESCRTP'TIUN OF'��RK
Tne major vr ork will consisi of the {approximate} foIlowir�g:
7,280 SY Rem.ove and Replace 7" Concrete Pavemant H�S
760 CY �'l�x Base
2,500 SY Geogrid
DOCUML�VT EXANIINATION AND PROCURIII7INT�
The Bidding and Cantract Doeuments may be examit�ed or obY.a�ned on-Iine by visiting the City
af Fort Worth's Purchasi�gD'zviszon website at htt :llwww.fortworthtexas. a/ urchasin and
clicking on the link to the advertised project folders on the City's eiectronic docurnent
managemezat and collaboration system si�e. The Conttact Documents �ay be downloaded,
viewed, and printed by iz�terested contz'actors and/or suppliers.
Copies of the Bi�dding and Contract Documents may be purchased from Niklci McLeroy, $17-
392-8363. City oiFort Warth, TPW, 200 Texas Si., Fort Worti�, TX 7&102.
The cost of Bidding and Contrac.t Documents is: $30.00
EXPRFS�ION OF YTV�'ERSEST
To ensure potential bidders are kept up ta date of any new in�ormation pertinent to this project, all
interested parties are request�d to email Expressians of Interest in this procuretx�ent to the C�ity
Prnject Manager az�.dthe Desigzx Engineer, The emarl sho�ald includa #l�e cvmpaz�y's name,
contact person and that individuaJ's email address and phanenumbEr. All Addenda will be
dis�ibuted directly ta those who h:ave expressed an interest in tfie procurement and will also be
posted in �h� City oiFort Worth's �urchasing website at hitp:ll£ortworthtexas.�avlpurchasing/
PREBID CONI+'II2�TCE — Web Confereuce
A prebid cfl�erence vvijlbe held as discussed in Section 00 2I 13 - INSTRUCTIONS TD
BIDDERS at the follovving date, and time via a r�eb canferencing application:
DATE: Wednesday, December l., 2021
TiME: 1Q.OQ A.M.
C1TX OF FORT WDRTH 2O22 Conciete Restacation Conhact 1
S'FANDAILD CONSTRUCTION SPECIFICATTbN DOCiTME3�iI' City Project 1Vo. L03445
Revised 7/19/2021
OUll13
11+IVITATION TOIIIDDERS
Page 2 oi 2
Invrtations with links to the web cnnfexenc�ng application will be distributed directly to those
who ha�e submitted an Expression of Interest.
I�a prehid conference is held, the presentation and any questions and answers provided at the
prebid cotaference will be issued as an Acfdendum to #he call for bids. If a prebid con�erence �s not
being held, prospeetive bidder5 can e-mail questions or comments in accordance with Section 6
af the Instructions ta Bidders referenced above to the pz•oject manager(s} at the e-mail addresses
listed below. Emailed quesiions will suf�ce as "questions in writing." Tf necessary, Addenda wiil
be issued pursuant to ti�e Instructions to Bidders.
CITY'S RIGHT TO ACCEPT OR RFJECT BIDS
City reserves the right ta wair+e irregularities and to accept or reject aaay ar all bids.
AW ARD
City will award a.contract to the Bidder presenting the lowest price, quali�'icatians and
competencies considered.
FCINDING
Any Contract awarded under th�s INVITATION TO BIDDERS is expected to be iunded fram
revenues generated from bonds, grants, etc. anci reserved by the Citq for the Project.
INQi]IRIES
A13 inqu�ries relati�ve to this procurement should be addressed to the following:
Aitn: Iretomiwa Otuyelu, City of Fort Worth
Email: iretamiwa.atu elu fortworthtexas ov
ADVERTISEM}�VT DATFS
Novemlaer 18, 20.21
Naverraber 25, 2021
END OT SECTIQN
C1TY OF FORT WORTH 2O22 Concrete Restoration Contract l
STANDARF3 CONSTTtUCTION 3PECIFICATiON AQCUMEAFI' City Project iVa. 103A45
Revised 7/19/2021
ao zi �s
IIVSTRUCT ION3 '1' O C3IDDERS
Page P of 8
s�c�orr oo �f i3
1NSTRUCTIONS TO BIDDERS
1. Define� Terms
1. i. Capitalized terms used in these INSTRUCTIONS TO BiDDERS are defined in Section
00 72 00 - GENERAL CONDITIONS.
1.2.Certain additional terms used in thesa INSTRLT�TIONS TO BIDDERS have t�-se
meanings indicated beiow which are applicable to both the singular and plural th�reaf.
1.2.1. Bidder: Any person, f�rm, partnership, company, association, or corporation acting
directly through a duiy authorized representative, submitting a bid for performing
the work contemplated under the Con#ract Documents.
1.2.2, Nonresident Bidder: Any person, firm, partnership, company, assoeiation, or
corporation actmg directly through a duly authorized rep�•esentative, submitting a
l�id for performizlg the wark contemplated under the Contract Dacurr�ents whose
principal place of business is �1at in tlae State of Texas.
1,2.3. S�tccess�ul SicEder: The lowest respansible aud responsi�e Bidder to whom Ciiy
(an the basis of City's evaluation as hereinafter pro�zded) ma[�es an award.
2. Copies of Bidd'rng Documents
2.1.Neither City nar Engineer shall assurne any responsibility for errors or misinterpretations
resulting from the Bidders use af Encompleta sets of Bidding Documents.
2.2.City and Engineer in making copi�s of Bidding Dacuments available do so oizly for the
purpose of obtaining Bids for the Wor[c and do not authorize or confer a license or grant
for any other us e.
3. Preqttalifica�ioai of Bidders (Prime Coniractars and Sub�onfractors) OMITTID
4. F�amination of Bidding and Contract Documents, Other Related Data, and �ite
4.1. Befare submitting a Bid, each Bidder;
4.1. l. Shall e�asnine and carefully study the Cantract Docume�lts and other related data
iden.tified in the Bidding Documents (including "techr�ical data" referred to in
Paragraph 4.2. below}, No informatton gi�en by City or any repres�ntative of the
City other than that contained in ihe Contract Documents and af�Zcially
promulgated addenda thereto, shalf be binding upon the City.
4. ]..2. Should visit the site to become familia3- with and satisfy Bidder as to the general,
local and s�e conditions that may affect cost, progress, perforrraanc.� or fu.rnishing
of the Work.
C1TY OP FORT WORTH 2Q22 Conerete l2estaration Contract 1
STtlN17ARI� CO�iSTRUCTION SPECIE'iCATION DQC[INfENT CityPrvject No. 1d344S
Revised/iJpdated No�ember 2, 202 ]
ao zi �3
INSTRUCTIONS T� BI�DERS
Page 2.af S
4.1.3. Shall consider federal, state and focal Laws and Regulations that may affect cast,
progress, perforrriance or fumishing of the Wark.
4.1.4.OMITTED
�. l.5. Shall study all: (i} reports of explorations and tests of subsurface conditions a� or
cantiguo�is to the Site and all drawings of physica� conditions r�lating to existing
surface or subsurface structures at the Site (except ilndergraund Faciiities) that
have been ideniif'ied in the Contract Dacuments as containing reliable "technicai
data" and {u) reports and drawings of Hazardous Environmentaf Conditions, if any,.
at the Site that �ave been identif'ied in the Contract Documents as cantaining
reliable "technical data."
4.1.6. Is advised that the Contract Documenis on file with the City sha11 canstitut� alI of
the information whic� the City will furn�sh. All additional information and data
whieh the City va ili supply aftar promulgation af the formal Contract Documents
shali be issued in the form af written addend� and shall beeorne part of the Contract
Documents just as though such acldenda were actuai�y written into the origlnal
Contract Documents. No infarmation given by the City other than that contained in
t]�e Contract Documents and officially promulgated addenda thereto, shali be
binding upan the City.
4.1.7. Should perform independent research, investigations, tests, borings, and such other
means as may be necess.ary to gain a complete knowledge af the conditions which
wiil be encountered during the construction of the project. For projects with
restricted access, upon request, City may provide eack� Bidder access to the siteto
conduct such examin�ations, investigations, explorations, tests and studies as eaeh
Bidder deems necessary for submission of a Bid. Bidder must fill all k�oles and
clean up and restore th� site to its former conditions upon completion of such
explorations, in�estigations, tests and studies.
4.1. &. ShalJ determine the difficulties of the Work and a]I attenditag circumstances
affecting Che cast of doing the Work, time required f�r its completian, and obtain ati
information required to make agroposal. Bidders sha11 rely exclusively and solely
upontheir own estimates, in.vestigafiion, researcln, tesis, explorafions, and other data
which are necessary for fuil and complete infornaation upon which the proposal is
to be based. It is wld�rstood that the submission of a praposal nr bid is prima-facie
evidence that the Bidder has tnade the investigations, examinations and tests herein
requi�ed.
A.1.9. Shal1 pramptly notify City of all conflicts, errars, ambiguities or discrepancies in or
betwee�a t�1e Contract Documents and such other related documents. The Contractar
shall not take advantage oi any gross error or o�ission in the Contract Docuznents,
and the City shall be permitted to make such corrections or interpretatians as may
be deemed necessary for fulfiUment af the intent of the Cantract Daeuments.
4.2. R�ference is made to Section 00 73 00 — Supplementar}r Conditions far identifzcation of:
2022 Conctete Restoration Contract 1
C1TY Or FORT WORTH City Prnject Nv. 103d�}5
STANi)/�RD CONSTRUCTION $QECIFICATION DOCUh4ENT
RevisedlUpdated No�ember 2, 2021
00 21 I3
]NSTI2UCTIONS TO BIDDERS
Page3of8
4.2.1. those reports of explorations and tests of subsurface canditiot�s at or contiguous ta
the site wtaich ha�e been utilized by City in preparatian of the Contract Documents.
The �ogs af Soil Borings, i� any, on the plans are for genera[ infprmation anly.
Neither the City nor the Engineer guarantee that the data shown is rapresentative of
canditiot�s wIlich actr�a�y exist.
4.2.2. those drawings of physical conditions in ar relating to exis#ing surface and
subsurface s�uctures (except Underground Facilities) which are at or contiguous to
the site tl�at have been utilized by City in �reparation of the Contract Documents.
4.2.3, copies of such reports and drawit�gs wilI be made availab�e by Gity to any Bidder
on request. Those reparts and drawirtgs may nQ# be pat-i of the Contract
Docuzrients, but the "�echnica] data" contained th�rein upon which Bidder is entitled
to reIy as provided in Paragraph 4.02. of Yhe Gen�ra[ Canditions has baen identified
and esta6lished irs Paragraph 5C4.02 ofthe Supplementary Canditions. Bidder is
responsible fQr any interpreta.tian or conclusion drawn fram any "technica! data" ar
any other data, interpretations, opinions or informatian.
4.2.4.Standard insurance ��eq�iirements, coverages and [irr�its.
4.3,The s�ibmission of a Bid wiI] constitute an incantrnvertible representation by Bidder: (i)
that Bidder E�as complied vvith every requirement of this Paragraph 4, {ri) that v,Tithout
exception the Bia is premisad upon performing and furnishirtg the Work required by the
Contract Documents and applying the specific means, nnethods, techniques, sequences or
pracedures of constt�.�ction (�f any) that imay be shown nr indicated a�• expressIy rec�uu•ed
by the Contract Dacuments, (in) that Bidder has given City written notice of all
confliets, errors, ambiguities and discrepancies in the Contract Doct�ments and the
writfen reso�utions thereof by City are acceptable ta Bidder, arid when said canflicts,
etc., have no� been resalved through the interpretations by City as d�scribed in
Paragraph 6., and (iv} that ihe Cnntract Dacuments are generally sufficient to indicate
ana convey understanding of all terms and conditions for performir�g and furnishing the
Work.
4.4.The provisions of this Paragraph 4, mcIusive, do not apply to Asbes�os, Polycl�.loru�ated
bipheny[s (FCBs), Petroleum, Hazardous Waste ar Radioactive Material covered by
Par�graph 4. b6. of the General Conditions, un�ess specifically identified in the Contract
Doc u�nents.
5, Availabilit� of Lands for Work, Etc.
5. Z.The Iatids upon which the Work is to be performed, rfghis-of-way and easements for
access thereto and other �ands designated for �rse by Contractor in per%rming the Work
are ic�ent�ied in the Contract Documents. AlI additional Zands and access thereta
required for temporary canstruction facilities, construction eq�aipment ar storage nf
materials and equipment to be incor�orated in the Work are to be obtained and paid for
by Contractor. Easemenis for permanent str�ctures or permanent changes in exisfing
facilities are ta be abtained and pai� fc�r by City �anless atherwise provided in the
Contract Doeuments.
CITY OP FQRT WORTH
STANDAI2D CONSTRUCTION SPECffTG}�TION DpCUMENT 2�22 Conerete Restoeatian Contract l
Revised/CTpdated Novernber 2, 2021 City Projecf No. 103445
0a 21 l3
IidSTRUCTIONS TO a1DDER5
Page 4 of 8
5.2.Outstanding right-nf way, easements, at�d/or permits to be acquired by the City are l�sted
in Paragraph SC 4.01 of the Suppiementary Conditions. In the event f�e necessary right-
of-way, easements, andlar permit5 are not obtained, the City reserves the right to canc��
the aw ard of contract at ar►y time bef'ore the Bidder begins any constructian w ork on th�
project.
5.3. The Bidder shall be pre�ared to commenca cor�struction without ail e�ecuted right-o.f-
way, easements, andlor permits, and shail submit a schedule to the City of how
construc�ion will proceed in the ather at'eas of the pro3ect that do not require pexmits
and/or easements.
6. Interpretations and Ac3denda
6.1.A11 questians aboui the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
received after this day may not be respondedto. Interpretations ar clarif'icai�ons
considered necessary by City in response to such questions will he issued by Addenda
deli�ered to aIl parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addendawill be binding. OraI and other
interpretations or clarif'ications will be without legal ef�ect.
A.ddress questions to:
City of Fort Worth
2Q0 Texas Street
Fart Worth, TX 76IO2
Attn: Iretamiwaatuyelu, Transportation arid Public Works
Email: iretoiniwa.otuyelu(a�fortwoiihtexas.�ov
Pl�one:817-392-6747
6.2.Addenda may also be issued to madiiy the Bidding Documents as deemed advisable by
City.
63.Addenda ar clarif'ications may be posted viathe City's ele�ctranic dacument management
and collaboration system at httqs:lldocs. b360. autodesk cornlshares12e1 d8fb5-d4f�e�f9 b-
aa4Q-fi�0aecd6390
6.4.A prebid canference may be hel� at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will bepresent to di�cuss the
Project. Bidd�rs are encouraged to attend and participate in the conferenee. City will
transmit to all prospective Bidders of record suchAddet�da as Ci�y cansiders neces.sary
in response to questions arising at the conferenee. Orai statements may not be relied
upon and wili not be binding ar legally effective.
'i. Bid Security
7, l.Each Bid must be accomQanied by aBid �ond mad� payable to City in an amount of five
(5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued
by a surety meeting the requirements oi Paragraph 5.01 of the General Conditions.
CITY OF PORT WORTH 2O22 Cane�ete Restoration Contract 1
STANDARB CONSTRUCT'ION SPECIFICAI'IOFi DOCiJME]�I`T' City Pro}ect i�[o. 103�445
Revisedl[Jpdated Nove�nber 2, 2021
00 21 13
[NSTRUCTIDNS 'f0 BIDpERS
Page S of 8
7.2.The Bic� Bands provided hy a Bidder will be t•etained until the conditions of the Notice of
Award have been satisfed. If the Successful Bidder fails to �xecute and reti.irn the
Contract Dncuments within 14 days after tI�e Notice of Ar�vard conveying satne, City
may consider Bidder to be in deiauEt, rescind the Notice of Award ar�d act on the Bid
Bond. Sueh action shall be Gity's exclusi�e �•emedy in the event Bidder is deemed to
have defaulted.
S. Con�ract'�]'imes
The number of days within which, or the dates by which, Milestones are to be ac}ueved ir�
accordance with the Genera[ Requirements and th� �Vork is to be completed and ready for
F'inal Acceptance is set forth in �e Agreement or �ncorporat�d therein by reference to the
attached Bid Form.
9. LiquidatedDamages
Provisions far Iiquidated damages are set farth in the Agreernent.
10. ��bstitnte and "Or-T+,qual" Itenas
T�e Contract, �award�c�, w�] be on the basis of materials ae�d eguiptn�nt c�escribed fn the
Bidding Dacuments withouY consideration of possible substitute or "or-equa]" items.
Whene�er it is indicated or specified in the Bidding Documents that a"s�abstitute" or °or-
aqual" item aimaterial or ec�uiptnent may be fa�rnished o. r used by Contractor if acceptable tn
City, application for such acceptance will not be considered by Gity until after the Effecti��
Date of the Agreement. The proeedure for subm�ssion of an� such appiication by Contractor
and consideration by City is set farth in Parageaphs 6.OSA,, 6.05B. and 6.05C. of ihe General
Conditions and is suppternented in Section Q125 00 ofthe General Req�irements.
].L SutKontractors, SuppZiers and Others
11.1. In accordance withthe City's Business Equity OrdinanceNo.251b5-10-2b21 the City
has goa[s for t�e participation of minority business and/or women business
enterprises in City contracts $10.0,00Q ar greater. See 5ection 00 �5 40 for the
MlWBE Project Goa�s and additional requirements. Failure to camply shall render
the Bidder as non-responsive.
B�asiness Ec��ity OrdinanceNo.25165-10-2021, as amended {rep�acing Ordinance
No, 24534-1 I-202�), codif'ied at:
htt sJ/codelibrar .am�e al.com/codes/flwotth/latest/ftworth tx14-0-0-22593
1 I.2. No Contractor shall be required to employ any 5ubcontractor, SuppGer, other person
or organization against whom Contractor or City has reasonable objectian.
1�. Bid Form
12.1. T'he Bid Form is inel�ded with the Bidding Documents; additional capies may be
obtained fram the C�fiy.
CITY OFFORT WORTH 2O22 Conct�te Restoration Contraet 1
5'fANDARD COI�lSTIZUGTION SPECIFICATION DOCUIVIENT CityProject No. 103�45.
Revised/[Ipdated November2, 2021
fla z� i3
IhTSTRUCT IONS TO B1I)DERS
Page 6 of S
12.2. All blanks on i�e Bid Form rnust be cnmpleted and the Bid Form sign�� in ink.
Erasures or alterati�ns shall b� initialed in ink by the person signing the Bid Farm. A
Bid price shall be indicated for each Bid item, alternaii�e, a�rd unit price item listed
thereir►. In the case nf optional alternatives, the words "No Bid," "No Change,° or
'Not Applicable" may be entered. Bidder shall state the prices fQr which the Bidder
propases to �o the work corrtemplated ar furn�sh materials reqUired. Ajl eniries shall
be legible.
12. 3. Bids by corporations shall be executed in the corparate name by the president ar a
vice-presidant Qr other corporate officer accompanied by e�ider�ce of authority to
sign. The corporate seal shali be affiYed. The corgorate address and state of
incorporation shail he shown helow the signaiure.
12.4. Bids by partnersh'rps shall be executed in the gaxtnership name and signed by a
partner, whose title must appear under khe signature accompanied by evidence o�
authority to sign. The afficial address of the partnership shall !�e shown below the
si�nature.
12.5. Bids by lirnited Iiability companies sha11 be executed in the name of the %rm by a
merr►ber and accompanied by e�idence of authority to sign. The sCate af formation of
the firm and the official address ofthe f�rm shall be shown.
12.6. Bids by indivicivals shall shaw the Bidder'� r�ame an.d official address.
12.7. Bids by joint ventures shall be �xecuted by each jo�t venture in the manner indicated
on the Bid �'orm. The official address of the joint venture sha1S be shown.
12.8. All names shal� be typed or printed itz ink belovv the signature.
12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
whi�h shall be filied in on the Bid Form.
12.10. Postal and e-rr�ail addresses and telephone number for communications regarding the
Bid shall be shown.
12.1 I. E�idence of authority to canduct busirzess as allonresident Bidder in the state of
Texas shalI be prn�ided in accordance with Sectian Qb 43 37 — Vendor CompIiance
to 5taie Law Non Resideni Bidder.
13. Sabmissinn of Bids
Bids shail be subtnitied onthe prescr�bed Bid Form, pravided with t�e Bidding Documents,
at the time and piace indicated in the Advertisernent or INVITATION TO BIDDERS,
addressed to Yurchasing Mana.ger of the City, and shall be enclosed in an opaque seaied
envelope, rnarked with the City ProjectNumber, Project title, the name and addxess of
Bidcier, and accompanied by t�e Bid seeurity anci other required docutnents. Ifthe Bid is sent
through the mail or other delivery system, the sealed envelope shall be enclosed in a separate
en�elope with the natation "BID ENCL�SED" on the faee of it.
14. Withdrawal of Bids
C1TY OF FORT WORTH 2fl22 Concrete Restoration Contract 1
STANDAk2_D CdNSTIZUCI'lON SPECIFTCATiON DbCLTMI;NT CityProject No. ]�3445
Tievised/Updated November2, 2D21
ao Zi �3
INSTRUCT10N5 TOnIDDERS
Page 7 nf 8
14.1. Bids addressed to the Purchasing Manager and tiled with the Purchasirtg Office may
be withdrawn prior to the time set for bid opening. A request foa• withdrawa� inust be
made in writing and delivered to tIze Purchasing Office to receive a time stamp prior
ta the opaning of Bids. A timely withdrawn bid wilI be returned ta the Biddea' or, if
the req.u�st is within one hour of bid apening, will not be read aloud and wil[
thereafter be return�d unopened.
14,2 In the event any Bid for which a withdrawal request has bee:n timely filed has been
inadvertently opened, said Bid and any record thereafwillsubs.equently b�marked
"Withdrawn" and wi�l be given no ft�rther consideration for the award of contiact
1S. Ogening of Bids
Btd� will b� opened and read aloud pubkcIy. An abstract ofthe amour�ts of the base Bids and
major alternaCes (if any) will be made available to Bidders after the opening of Bids.
16. Bicls to Remain Sr�bject to Acceptance
All Bids w i� ren iain subject to acceptance for a m,inimum of 90 days ar the time period
specifed for Notice of Award and execution and de]ivery of a complete Agreeinent by
Succes.sful Bldder. City may, at City's sole discretian, i•elease any Bid and nullify the Bid
security prior to that date,
17. L+'valuatian of Bids and Award of Contract
17.1. City reserves the right to reject any o�• all Bids, including without Iimitation the rights
to reject any or aIl nonconforming, nanresponsive, unbalaneed ot� conditional Bids
ar�d to reject #he $id of any Bidder if City believes that it would not be in the best
interes� of the Project to nrzake an award to that Bidder. City reserves the right ta
wai�e infarmalities not invo]ving price, contract time or chan.ges ir� the Work and
award a contract to such, Bidder. Discrepancies between the multiplication of ut�its of
Work and unit prices will be resolved ir� favor of the unit prices. D�screpancies
between the tndicated sum of any column af fi.gures and ihe correct slnn thereofwil]
b� resolved in favor af the correct sum. Discrepancies between words and fig�;�r�s
will be resolved in favor of the vvords.
17.I .1. Any or al] bids will be rejected if City has reasanto believe that coll�sion exists
among the Bldders, Bidder is an interested party �o any liti.gation agairzst City,
C�iy or Bidder may have a elaim against the otIaer or be engaged 'u1 lit3gation,
Bidder is in a�•rears on at�y existing contract or has dafault�d on a previous
contract, Bidder has perfnrrried aprinr contractin an unsatisfactory manner, or
Bidder has uncompleted work which in the j�dgment of the City will prevent or
hinder the prompt cotnpletion of additional work if awarded.
I7.2. In addition to Bidder's r�levant prequalificafion requirerttents, City may consider the
qualifiications and experience of Subcontractors, SUppliers, and other persons and
organizations pt•oposed for those port�ons of the Work wherethe identity of such
Subcontract.o�s, Suppliers, and other persons and organ.izations must be submitted as
provided in the Cant�act Documents ar upan the request of the City. City also may
consider the operating costs, maintena:nce reqUirements, perfortnance data and
guarantees of majo,r i�ems of materials and equipment propased for �ncorporation in
the Wark when suci� data is t•equired to b� sLil�mitted prior to th� Notice of Award.
CITX OF P'ORT WORTH 2O22 Concrete Restoration Contract 1
STANDARD CONSTRUCTION SP�CIFICATIOI� DOCUiv1LNT City Projcct No. 103445
Revised/Updated November 2, 2021
0o z1 ia
WSTRi7CTIdNS T O S1T]DER S
Page 8 of S
17.3. City may conduct suchinvestigations as Ciiy deems necessaxy to assist inthe
evaluation of any Bid and io esiablishthe responsibility, qvalif'ications, and £�inancial
ability of Bidders, proposed 5ubcantraciors, Suppliers and other persons and
organizaiions to perfarm and furnish the Work in accordance with the C.ontract
Documents to City's satisfac�ion within the prescribed ti�zne.
17.4. Contractor ��all perform with his own organizatian, work of avalue not less than
35% ofthe value embraced onthe Contraet, unless otherwise ap.provedby the Cit�.
17,5. 7f the Contract is ta be awarded, it vt+�ll be awaxded to lowest responsible and
respansive Bidder wh�se e�aluationby C�ty indicates that the award will be in ihe
best interests of ihe City.
17.6. Pursuanti to Texas Go�erx�.ent Code Chapter 2252.001, the City vv i�l not award
con�ract to allonresident Bidder unless the Nonresident Bidder's bid i� lower �han
ihe lowest bid submiited by a responsble Texas Bidd�r by the sazne amount that a
Texas resident bidder would be requ�red ta underbid aNanxesident Bidder to obta.ui a
coxnparable contract inth:e state ia� which the nonresident's principal place of
business is located.
17.7, A c antrac� is not aw az�ded until.formal. City Couneil authorization. If the Contract �s
to be awarded, City w ill award the Contaract witbin 90 days after the day of the Bid
opening un�ess extended in writing. No ather act of City oz others will constitute
acceptan.ce oiaBid. Upon the contraet award, allotice of Award willbe i�sued by
�he City.
17.7.1.'�.e contractor is required ta fill out and sign the Certificate of Interested
Partie.s Farm 1�95 and the form must be submitted to the Project Man�ger
before the contractrvsll be presented to the City Conncil. The fort� can b�
obtained at htt :Ilvvww etb�ics,stafe.i�.usldatalfarrnusl1�9�/1.295.
I7.8. F'ailure or re�us aI to comply with fihe require�ents may result in rejection af Bid.
18. Signing of Agreement
1$.I. When City issues allotice of Award ta the SuccessfulBidder, rt will be accompanied
by the required nUrnber of unsigned counterparts of the Project Manual. Within I4
days thereafter, Contractor shall sign. and defiver the zequired number af counterparts
of the Pxoject Manual to City w� the required Bonds, Certif'icates afInsuranca, and
a31 other xequired docur�entation.
18.2, City shaIl tJ�ereafter deli�ver ofle fully signed countezpart to Contractor.
END OF SECTION
C1TY OF k'bRT WQRTH 2O22 ConcretelZestoration Coniract 1
STAN�ARD CDNSTRUGTIOI� SPECIETCATIOI�T 170Ci71vZEh4'I' CityPmject No. 103445
Revised/Updated 7�Tovember 2, 202 [
d0 8513
CONFLICT OF INTEREST STAi�MENT
Page 1 of 1
SEC�I�id OQ 3� 13
C�NFLICT OF INTEREST STATEMENT
Each bidder, offeror or respo�ndent to a City of Fart Worth procurer�ent is requ�reti to campiete a
Canflict of Interest Questionnaire ar certify that one is currEnt and on fife wi#h the City Secretary's
Qffice pursuant to state law.
If a member of the Fort Worth City Council, any one or more af the City Manager or Assistant
City Managers, or an agent of the City who exercise discretion in tt�e planning, recommending,
selecting or contracting wit� a bidder, offeror ar respondent is affiliated wi#h your company, then
a L.ocal Go�ernment OfFicer Conflicts Disclosure Statement {CI5} may be required.
You are urged to consult with counseE regarding the applicability of these #arms and Local
Governme�t Coc4e Chapfer 176 to yQur campany.
The referenced forms may be downloaded from the links provided below.
Il�:l1WYYW.�.tl�l.a..ss:^iet.u�.ua_l��:.'i! c,s���.
-- '� _ � - - -- '^41' rr+r.
�Ti- � - �� i; .
❑ CIQ Form does not apply
❑
0
❑
❑
❑
�ID��Ft:
CfQ Farm is an file with City Secretary
CIQ Farm is being pro�ided to tY�e City Secretary
CIS Forrn daes not apply
CIS Form is on File with City 5ecretary
CtS Farm is 4�eing grovided to the City Secretary
MAKOU INC.
��oo s. coo�ER sT
SUiTE # 15
ARLINGTON,TX,76001
�iV� OF S�CiIOA�
CiTY OF FORT WOFiTH
STANDARD GQNSTRUCTION SP�CIF1CAilON �OCUM�NTS
Revised February 24, 2020
By: MAQSOOD KHAN
Signature:
Title: PRINCIPAL
�0�2 Cancrete Restoration Contract 1
City ProJect No. 103445
CdNC 4ZEST 22
09 49 00
eio FORM
Page 1 of 3
5��.���� �0 Qr� 4�
BfD FORM
TO: The Purenasing Martager
clo: ihe Purchasing Division
200 Texas Stree�
City of Fort Worth, Texas 761 Q2
FOR:
City Project No.: 403445
UnitslSections:
1. �nter lnto Agreement
2022 Goncrete Restorafian Can#ract 1
The undersigned Sidder proposes and agrees, if this Bici is accepted, to enter inta an Agreement with City in the form
included in the Bidding Documents to perform and furnisi� all Work as speci�ed or indicated in the Contract Documents
far the Bid F'rice and within the Contract �ime indicated in this Bid and in accordance with the other terms and conditions
of the Contract Documents.
�. BIDDER Ac�nowledgements and Certification
2.1. In submitting this Bid, Bidder accepts a!I of the terms and conditions of the INVITATION TO sIDDERS and
1NSTRl�CTIONS TO BIDD�RB, including without limitation those d�aling witF� the disposition of Bid Bond.
2.2. Bidder is awar �surakilce cerf'i icate mest ng all�requ� ements with nl`14 days of not � at on�o award� a�� ��I
provide a �alid
2.3. Bidder certifes that this Bid is genuine and nat made in the interest of or on behalf of any undisclos�d
individual or entity and is not submitted in cpnformity with any collusive agreement or rules of any group,
associat9an, organization, ar corporation.
2.4. Bidd�r has not directly or i�directly induced or solicited any oiher Bidder to submik a false or sham Bid.
2.5. Bidder has nat solicited or induced any indi�idual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudul�nt, coNusive, �or caercive practices in campeting for the Contract.
For the purposes of this Paragraph:
a. "corrupt practice" rneans the offering, givi�g, receiving, or soiiciting af any thing of �alue likely to
infilu�nce the action af a publEc official in the l�idding pracess.
b. "fraudulent practice means an intentional misrepresentation of facts made (a) to influence the
��
bidding process to the detriment of City (b) to es#ablish B9d prices ak artificial non-competitive
levels, or (c) to deprive City of the benefrts of free and open competition.
c. "coNusive prac#ice° means a scheme or arrangement between two or mare Bidders, with ar without
the knawledge of Ciiy, a purposa of which is ta establish Bid prices at artific9al, non-competitive
leveis.
2022 Concrete Restoration Cnntraot 1
CITY O� F�RT WORTIi City Praject No. 103445
STANOARD CONSTRUCT10iV SPECIfICATION DQCUMENTS CON.0 R�ST 22
Ravised 913Q12021
00 41 Qp
BID FORM
Page 2 of 3
d. "coerci�e practice" means harming or threatening to harm, directiy or indirectly, persons or their
praperty to influence their participatior� in the bidding pracess or affect the execution of the
Cantract.
3. Prec�ualification
The Bidder aeknowledges i�at the follawing work types must be perFormed only by prequalifi�d contractors and
subcontractors:
S. �I. I`.-: 'r4'iiM F+ �y�Y I ic:; l: 4af Cij7 k144
b. ,,, -
C. I �; k
d. �l.I�r
e. Fl.sr,k
f. CI �-�k k•�taF�f t�r�.11i�ra OF
9. � �,y�,�C@ tk� 5�_. . , .
h. � � � . l , . ���' � �sr T��I�r-
4. Time of Corr�pletion
4.1. Tl�e Work will be complete far Finai Acceptance within 180 days after the date wl�en the
the Contract Time commences to run as pra�ided in Paragraph 2.03 af the General Condikians.
4.2. Bidder accepts the pro�isians of the Agr�ement as to liquidated damages in #he e�ent of failure to camplete
the Work {andlor achievement of Milestones} wiihin the timEs speclfied in the Agreement.
.�'i. Attached #o this Bid
'ihe following dacumen�s are attached to and made a patt of this Bid:
a. 7h'ts Bid Fnrm, Section 00 4i 00
b. Required Bid Bflnd, Section 00 43 9 3 issued by a surety meeting the requirements of Paragraph
5.41 af the General Condikions.
c. Praposal Form, Section 00 42 43
d. Vendor Compliance to State Lavv Non Resident Bidder, Section 00 43 37
e. MWB� Forms {optional a# time af bid)
f. Prequalification 5tatement, 5ection DO 45 92
g. Conflict of Inierest A�Fidavit, Section 00 35 13
*If neeessary, C!Q or C1S forms are to be pravided direcily to City Secretary
h. Any additional documents that may be requirecf by Section 12 of the Instructions to Bidders
CiTY OF FOR7 WORTH 2U22 Concrefe Restoralion Contracf 1
STAN�ARD GONSTRUCTION SPECIFICATION 60CUMENTS Ciiy Project Nn. 103445
Revised 9I3d12021 GONC REST 22
oa 4� ao
sio Fa�M
Paga 3 of 3
fi. Total Bid Amount
6.1. Bidder wifl compl�te #he Work in accordance with the Contract Documents far #he following bid amouni. In the
space providec3 below, please enter the total bid amount fior this project. Only this figure will be read publiely
by the City ai the bid opening.
6.2. It is understaod and agreed by the Bidder in signing this proposal that fihe tota! bid amount entered below is
subject to �erifiication ancilor modificatinn by multiplying the unit bid prices for each pay item by khe respecti�e
estimated quantities shown in this propflsal and then totaling all of the extanded amounts.
6.3.
.��al Sas� Bid �use this if applicabls, otM�� �-
�Item !' i� use th#s �i applis�bie, otherv► --
uGduc`+4.- - ,-rrate�use this if �pplkcabie, other+wis
7otal Bid
7. Bid Submittal
This Bid is submitted on DEC,16,2021
Respectfu{ly sub �tted,
sy:
(Si nature)
MAQ50DD KHAN
(Prir�ted Nama)
Title: PRINCIPAL
Campany: MAK�U INC.
AddreSs: 7100 S. COOR�R 5T
SUI7E # 15
ARLINGTON,TX,76001
State o# Incarporation: T�XAS
Email: makouinc@gmail.com
Phane: 817-798-5426
�i�D O� SL�GTIDW
CITY OF FORT WORTH
STAN�AR� CONSTRUCTION SPECIFICA710iV DOCUMENTS
Rsvlsed 9130I2021
$929,690.00
$�.00
$0.00
$0.00
$929,690.00
by the e�tity named befow.
Corporate Seal:
2022 Concrete Res#oration Contract'f
Cily Project No. 103445
CONC REST 22
SECT1qN UO 42 43
PROAOSALFORM
u�a�� ���c� ��� �'�fl ��o � ��� '
Pioject Tfem Wo�mation
tiiaust nern pascriptioa
No.
i 0135.02D9 Remobllization _ _� __
2 3471.4002 ParE�1e Message�n
3 9999.0000 Remave and R�ee B" Concrete Oriveway� ___
4 9899.00�0 Remove and Fteplace 7" Cancreke Pavement HES
5� 3123.0101 Unclasslfled ExcavaGon _ �� �
6� 3291.0122 Flex Base, Ty�e k, GR-2_ _ _
� 7 3213.0208 Concrete HE5 (extra depth) � ,
8 3292.0100 Sod re lacement _.. _.._
g 3291.Q100 Topsoil _�
76 3213.0700 Jaint Sealant
11� 3305.0108 MiseellsneousAdjustment ll�es)i
12 8999.OD00 Geagrid Tensat (fRIAX 94U-475) orApproved equal
i3 32172�Oi Raised MarkerTY W_ �
94 3217.2002 Raised MefkerTYY
15 3217.21 D1 REFL Raised Marker TY 1-A
18 3217.2102 R�FL Raised MarkerTY I-C __ _. f
17 3217.21fl3 I�EFL Raised Marker TY II A-A __
78 � 3217.2104 REFL Rsised lNarkerlY II-C-R __ �
19 3441.13D1 Loo�Detectar Cabke Sawcut _,
2p 3A�}1.130214 AWG Loop �etectCa6le _ �._
21 3297.tl00i 6" Solid ThermoplasUc (HA5) Lane Line ___
22 3217.02D1 8" Soltd Thermaplastic (HASj Lane Line . __
23 3217.0401 18" SLI� Pvmt Marking HAE � _.__
24 3217.0501 24" SLD Pvmt Marking HAE_
25 3217.1001 Lane Legend RR
2B 3217.10U2 Lane Legend Rrrow
27� 3213.0501 Remove and Repkace Barrier Free Ramp, Type P-�1lP-2
28 3213,0501 Remove and Re I�ace Sarrier Free Ramp, Typa R-1
2g 8999.00UD Remo�e and Replace 4" Sidewalk �
30 3305.U106 Manhole Adjustment _ _
31 321T.5009 CurbAddressPainting �_,�..___
�32 9989.0096 Construction Allawance_
oaaa as
BID A80A�SA�.
Page l af 2
�idd��'s �ppli���i�n
g�a�ers rropos�+
Unituf Bid
Specircation 5ectian No. Measure QuantitY
o� zo aa � �
- �..-3471 i3 WK 1C
p2 A1 13! 32 13 20 SF � 285[
02 �41 15I32 93 93
f 31 23 16
3211 23
321313
32 82 13
32 91 1 S
32 13 73
- - `33 0514
99 99 UO
32 'i7 23
32 '17 23� -
32 17 23
- - 32 17 23
- - - 32 17 23
- - 32 77 23
34 4'l 1U
3441 i0
-- 321723
3217 23 �
3217 23
-- -321723 J
- - Y32 'I7 23
3217 23
02 41 13132 13 20
� 02 49 13132 13 20
p2 41 13l 32 13 2D
33 O5 14
-- `321725 �
B9d Summery
Sase Bfd
Unif Price � Bid Value
SY� � 7278 $90.00 $655,020;OC
CY Zoa � $zs.an $5,OOOA[
CY 76d $82A0 _ $47120.0C
CY 150 $200.�0 __ $30.,000.0C
5Y - . -� 20U0 $8.5D � �$17sU00A(
CY 100 � $35.00 � $3,500.0(
LF 2600 � �$5.U0 _ $90 000_Of
LS � i $'k0,60U.00. _.. $10,ODO.Ot
EA 2QU �Y.u�
EA 100 $$.00
EA 1t)0 __ $5.OU
EA � 100 � $5A0
Ei4 90Q $5.00
LF� 200 �. $30.00 -
LF 2U0 $40,Ofl
L� 1000 $90.00 `
LF� 154 � $10.U0
LF 150 $12.00
LF 150 $24.04
�a, - � z = $�,�oo.00 _
Eq 2 $1,500�00 _
�{ 3 �z son.ao
�EA 3 $3,000.00
SF 550 $10�00
EA 3 $300.OU _
EA� 30 $75.00
�q i � $30,600.00
ToYaI Sase
$1,400,OU
$8�OOU:00
$SOO.OU
Alter�ate Bid
Total Alternate Bid
Dedoctive Ailernate Bid
Tatsl Aaductive Altcreate Sid
Additive Alternake B9d
Total AddiHve Alternate 8id
C[f"l ON FORT WORTH
STAN6ARn CONS'11tIJCTIoi3 SPEClF7CAT[ON nQCllMeN75 CONc RES7' 22
8evised9l3DI2021
ao nx aa
BN PROFOSAI..
Pagc 2 aFZ
UNIi ��lC� �I�
tdo.
Daseripiion
S�CTION 60 42 43
PROPOSALFORM
Projed Item ]nfotmati�
�id�]e�'� Applicai�ion
Uait of Bid
Spec�catiun $ection No. Maasure Quanfity
Sidde�'s Propasal
ilnit Price Bid Value
Total H�d 5929.69(
ENQ OF 3EC'CION
CITY ONNORT WOAiH
STPS7DARll CONSTRiTCTION SPECIt1CAT[ON DOCU74f@."1'S CONC AEST22
Revised4flU12021
p(i 43 '13
�ia ea�n
Paas r a x
S�CiIpP! 00 43 13
BID BOND
Ki�pW ALL BY Th{ES� PR�SENTS:
Thatwe. MAKOU, Inc. ,knownas
'Bidder' herein and OEtlahoma 5ureiy Campany a corporate surety
duly aulharized to da busine55 in the State of Texas, known as "Surety" herein, �re held and tirmly bound untv t�e City
o( Fo�l Worth, a municipal carporation created pursuani to fhe laws of Texas, known as "City" herein, in the penal sum
oF �ive percent (5%} of Biddcr's maximum bid price, In lawFui money of the United Stat�s, to �e paid in Fort U11o�th,
7arrani Gounty, Texas for the paymenl of which sum weEl and �uly to !�e made, we bind ourselves, our hetrs,
execuEors, adrnmistrators. successors and assigns, jaintly and severally, frmky Gy lhese presents.
WH�I��AS, the Principal has submikied a bid nr prapasal to perform Wnrk far the follawing project
designated 8s 2022 ConCrete Restoralion Conlract t
0
NOW, 7HEREFORE, �he wndition of this ohiigation is such that i1 the Cdy shalf award
t�e Contracl far tne foregoing project ta the Principal, and the Principal shall salisiy all requlremenEs and conditians
required Far the execution of tlte Cantract and shaN enter into the Contra�t in writing with the City in accordance with
the terms of such same, then this. obligaGon sha[I be and 6ecarrte null and void if, howevar, Efie principal fails to
execute such Contract in accordance with tne terms o6 sar�a or faits ta satisfy sil requiremenls and condtions required
for the execution of the Contract, tfiis bond Shall beCBme th� praperty nf the Giy, without recourse of the Principal
andlor Surety nat to exceatf the penalty hereaf, and shali he usetl tn compensate City Far khe diffeEence 6elween
PrincrpaPs total bid amount and the ne� selscted bidders tote� bad amount
PROVIUED FURfrIER, that if any legal actian be filed on lhis Bond, venue shal! I�e in Tarrant County,
Texas or the United States i]istr9ct Court for the Northern Distnct of Texas Fon Worth pivi5ion
IPl WliidESS WFIERED�, the Pr�nCipal and Ihe Surety har+e SIGNED and SEALED this �nstrument b,y
auiy authonzed agenEs and officers on this the 16th day of D9Cember , 2p21
ATfESi /%�,� 1
C.�� �
WFtness as to Pnnc�pal
CITY QF FORi WOR7H
$7A6[qARU CQNSTRl1C�fON SPECIFICATiON �OCUMENfS
Rehaed 9�01202i
Pl�INCIPAL-
Makou, Inc. _ _ _ ____ _ ` � �
BY�
Sig lure
7 r ���� ��dj T �l�Gl ��L�.
Name and'Title ��
7,(Y22 Cancrele Raslora4an Canhect 1
City Pro�eci Ho 103+i48
00 4 f 00 @fd Propasai Wa�lchoak
UO 4313
BIO BOND
Page 2 of 2
�
, ness rety Angie Astran, Client Manager
Attach Power pf Aftorney (5urety} for AtEorrtay-in-Facf
Addr�ss: 7100 5. Coo er, Suike '!5
Arlington, TX 76 09
SliRE7Y:
Oklahoma Surety Company
BY:
Signaiure �
Brent M. Bloni an Attorne -in-Fact
Name and Tit1e
Address: 1�F37 South Boulder, Suite 200
.., , , T� I a. OK 74119 _
Telephone Number. 918-5$7-7221
`Note: If signed by an officer of the Sur�:ty Gompany, ther� rr�ust be on file a certifler! exfract from the by faws
shouving that this person has authority ta sign such abligai�on. If Sureiy's physical address is different from
ifs maiiing adciress, bQth must be provided. The date o� the bond shap not be prior to the dafe the Contract
is awarded.
ENI� pF SECTION
GITY OF FaR7 WORTH
STANflAR� CdNS"fFtl1GT10N SPECIFIGATIpN DOGUMENTS
Revtsed 9130�2621
2p22 Concrele Restoralidn CoMract 1
City Project No.1WAk5
904i 00 9id Prqposai Wark600k
OKL����!V�4 SUf���� ����AN�
1437 So�th Boulcisr, Suite 20Q, `�4alsa, �I�I:�horna 7.�1 �t9 � Ph; 9�8-s67'-72��1 • Fax; 918-588•1296
PO�VEfi �f ATTOFtPJEY
KNDW ALL ME�I BY THES� PRESEiVTS. �- �� :r � {}xl ;hom� Sur��y �omR�^; � �rr= :� �� c�- �•ya-:t��� =-='r �:,..-c ._ryr.,e' a^p
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�;# � Y:'a�r P+Olrc
��•. �s 5�,�'� af �w'ahu��5n
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i ���� __M�S`:W���7C�12i:
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�klaf�ama 5urety Company
During the COVID-19 pandemic, the use of traditional raised corporate seals has
been made impractical due ta government stay-at-home o�ders and social
distancing guidelines, As a r�sult, O�la�oma Surety Com�any has authorized its
At�orney5-in-Fact t� affix Ok�ahoma 5urety Company's carporate sea� ta any bond
or related instruments execut�d on behalf of Oklahama Surety Com�any �y any
s�ch Attorney-in-Fact by attaching this Addendum to 5aid bond or related
i�strument.
Ta t�e ext�nt this Addendum is attach�d to a bond ar related in��rument that is
executed an behalf of Okyahama Surety Company by its Attarney-in-Fact,
Oklahama 5urety Company agr��s that the seal belavW shall �e deemed affixed ta
said �and or related instrument to the same extent as if its rais�d corparate seal
were physically affixed to th� face of the band or related in5trument,
Dated this 1" day of April, z020
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Vice President
�'�—�O�T�ii'E�tT Ct��UA�aTi�' COI�LP�..�'
��t'iiil.l� � V�� H �����r
�TATF OF "�EXA�
GI,:�L'�[ ?�QTiCE E4D4R�E;4t�[�T
In a:,corda.rtce ��ith Section 2Z�3A21 (E} of t�e Texas Gavemmer�t Code az�d Section
53.202(5} of the Texas Property Cade, any €:otice of claim to the na.-ned su,�ety und�r tr is
bond(s} s�:����ld be ser.t to:
tilailin�; '�iiU-C��`T�ti`Eti�I` CASUALT�� COtitP?�\Y
UftL.AE{Otii� SURETY CU�1PP�tiY
P.C). BOX [�09
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FAX NO. 1-91 �-5�6-0��0
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Phy�sical: 1�37 5. $OG�LDER
SL'ITE 200
I'ULS.A. OFCL.aHO�'E,a 74I 19
ATTACH THI� N4TiCE TO �'�UR BO�D
UPO�+ EXECUiIO�i QF T�iE BO�D
TXcimendsr:tfl7
OD 43 37
VEN�OR COMPLIANGE TO STAT� LAW
Page 1 of 1
s�cr�an+ oo � 3�
V�NDOR COMPLIANCE TO STATE LAW NON RE5ID�NT BID��R
Texas Government Code Cfi�apter 2252 was adapted for the award of contracts to nonresident bidders. This 1aw
provides t�at, in order to be awarded a contract as low bidder, nonresident bidders (aut-of-state eontractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects far
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in
order to obtain a camparable contract in the State which th� no�resident's principal place of business ts located.
The apprapriate bianks in 8eciion A must b� filled out by all nonresident �idders �n order for yaur bid to meet
specifeations. T'he #ailure of nonresident faidders to do so will auiornatically disquali�y t�at bidder. Resideni
bidders must check th� bax in Section B.
A. Nonresident bidders ir� the Siate of :���� i��- � �•�� �- ��� +r�:�����. , our principal place of business,
are required ko be ':s. 1�1� 5r�a perceni lower than resident bidders by State Law. A copy of the
statute is aftached.
Nonresident bidders in the State of �=�°.�i�.� i ��r� c� �a�.+r��� , our principal pface of business,
are nat required to underbid resident bidders.
B. The principal place of busir�ess of our company or our parent company or majority owner is
in the State of 7exas. �
�I��EFt:
MAKOU II�C.
77�0 S. COOPEf� ST
SUITE # 15
ARLING7�N,TX,76001
By: MAQSOOq KHAN
(Signature)
Title: PRI�ICIPAL
Date:
�ND OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTIQiV SPECIFICATION �OCUMENTS
Revlsed 8J30I2027
2022 Concreie Restaratlon Contract 1
Gity Praject Ma. 103a45
CONC REST 22
U�4512
PREQUALI�kCATION STATEI4IENT
Page 1 of 1
S�CiION 00 4� 12
pk�EQUALIFICATION STATEM�NT
�ach Bidder for a City pracurement is required to complete the infarmation be�ow by identjfying the prequafified
cantractors andlor subcontractars whom they intend to utilize �or the major work type(s) Visted.
Major Vllork Type Contractorl5ubconiractur Company Name
L.ist work type here or space MAKOU INC. CONCRETE RESTORATION UNIT
PRlCE2021
List work type here or space �� . � � ' ���� �� ' ��- � ` �' �� � �
List work type here or space
List work type here ar spac�
List work typ� here or space
List wark type here or space
. �.:. .. ,,,, .
. .��;�.; . „ ... , ,
List work type here or space
List work type here or space
�xpiration Date
ON GOWG
E��;,�.-. �� . - ,
�,_ . „ .
The undersigned herei�y certifies that the contractors andlor subcontractors desc�ibed in the table above are
currently prequalified for the work types listed.
�I����:
MAKOU INC. By: MAQSOOD KHAN
71 DO S. COOPER ST
SUIT� # 'I5 (Sig atur�)
ARLINGTON,TX,76Q01
Title: PRINCIPAL
pate: � � i � � � �! _
�PlD QF S�CiIOPJ
CITY QF FOR7 WORTH 2O22 Concrete Restoration CaniraCt 1
STAl�kOARR CONSTRUC7lON SPECIFICRTION oOCIJMENTS City Project Na. 103495
Aevised 09f3412021 CONC REST 22
OU 45 26 -1
CONTRACTOR COMPL3ANCE W1TH W ORK.EIt' S COMPE135ATTOIVLAVir
Page 1 af t
2
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4
7
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9
IO
�i
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SECTION 00 4S 26
CONTRACTOR �COMPLiANCE VJ�TH WORKER'� C�MPINSATIQNLAW
1'ursuant to Texas Labor Code Sectiob 406.096(a), as aznended, Con�'actor certif'ies ihai it
provides worker's compensation izasurance co�rerage far �Il of rts employees ear�aployed on City
ProjectNo. 103445. Contractor further certif'tes that, pursuat�t to Texas Labor Gode, Seetion
406,096(b), as amended., itwillprovideto City its subcontracf�r's certif'icates ofcoxx�.pliancewith
wor�Cer's compensation coverage.
CON'I'RACTOR:
By: �1��lSBv l�.�r� �
Compar��QOSOU7H COO €R ST. (PleasePrit�:t)
A�LINGTO� � 1� �ignature:
Address �
City/�iate/Zip
Title: �R�F`'GtA�L
(Please 1'rint}
THE STATE 4F TEXAS
COUNTY O�' TARRANT §
25 BEFORE ME, the undersigned authority, on this day personal�y appeared
�6 1Vj�}(��p� ��r-,�W known tn me to be the person whose name is
27 �ubscribed to �he foregoing instrument, and acknowledged to �e that he/she executed the same as
28 Yhe act a�d deed oi g-�. � iar the purposes and
29 consideration therein expressed and in the capaczty therein stated.
3D ],
31 GIVEN UNDER MY TIAND AND SEAL OF aFFICE this ��`� day of
32 20��
33
34 �
3S
36 -�—" ''�`"` •- -� Notary Fublic in and for State of Texas
�
,i_.��•r-C�J. ' .
37 -- atate of %xa
� --- i. -'--� Q8-OB-2QZ�
38 � -... I 1298n574a � ��' S�TION
39
C1TY OFP4RT'VJOR'£H
STAI�IDARD COi�T5TRi1CI'IDN SP�CIFICATIO�T AQCiIMENTS
I�evised 7�1y 1, 2U11
2422 Concrete Resta�atioa Contract 1
City Project No. iQ3�J45
oaas4o-i
B usiness Equity C�oal
Page 1 oF2
�a
sEc�oN oo �s aa
B�S���S �u�ty Ga�t
3 APPLICATION OF POLICY
4 If th� total dollar value of the contract is $ I 00,000 or more, then a Bus ines.s Equity gaal is applicable.
5 A Basiness Equity Firm refers to cerfified 1V1'inority-, and/or Women-, owned Bt�siness Enterprise s
6 {M/WBFs).
7
S P4LICY STA + {NT
9 It is ihe policy of the City ofFort Worth to ensure the full and equitable participation of Business Equity
1.0 �'irms when applicable, in the pracurement of all goods and services. All requirements and regulations
i] stated in the City's Business Equity OrdinanceNo.25165�10-2021, (replacing OrdinanceNo. 24534-11-
12 2020 {codified at: htt s:l/codelbrai .amle al.cos�►Icodes/ftworti�/latest/ftworth tx/0-0-0-22593} appIy to
13 this bid.
14
15
lb
17
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22
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24
25
2b
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
SLTSTNFSS UITY PROJECT GOAL
The City's Business Ec�uity gaal on this prr�ject is 26% of the total bid value of the contract (Base bid
applies to Parks and Community Services).
METHODS TO COMPLY WITH THE GOAL
On City contracts where aBusiness Equity Goal is applied, offerors are requiredto comply witl� the C.ity's
Business F.c�uity Ordinance by rt►eeti3n.g ar exceeding the above stated goal or otherwise coznply with the
ordinance througl� one af the following methods: 1. Commercially useful services pe�'armed by a
Business Equity prime contractor, �. Bu�iness Equ�ty sub�ontractin� participation, 3. Caz�ubination
of BusinessEquiYy prRme services andSusiness Equity subconEractiing participation, A�. Business
Equity Joinf VenturelMentor-Proteg� partecipation, 5. Good Faith Effort documentatian, or 6.
PriEne contractor Waiver dacumentation.
�UBNIITTAL QF UIRID D�Ci1MENTATION
Applicable documents (listed belorv) mUst be received by the Purchasing Division, OR the offeror sI�all
EMAiL the Business Equity documentation to the assigned City of Fort Worth Project Manager or
Department Designee. Documents are to be received no later than 2:Q0 p.m., on the third City
busines� day after the bid ogenin� date, exclusive of the bid op�ning date.
The Offeror must submit one or more af the following documents:
1. Utilization Form and Letter{s) of Intent, ifthe goal is met or exceeded;
2. Good Faith Effort Form and Utilization Form, including supporting documentation, if
participation is less than stated goal, or no Business Equity participation is accomplished;
3. Prime Contractor Waiver Form, including supporting documentation, ifthe Off'eror will perform
all subcontracting/supplier opportunities; or
4. Jointi Ven�nrelMentar-Proteg� Ft�rm, if goal is met or exeeeded with a loint Venture or Mentar-
Prot�ge part�cipation.
43 These forv�s can be found a�:
44 Business Equity Utilization Form and Lett�r ofIntent
45 htt s:lla s.fortworthtexas. ovlFro'ectResa�rceslResourcesP/b0%20-
46 %20MWBE/NEW%2QBusiness%20Equitv%2dOrdinancelB�,isiness°fo20Eqnity%20Util'¢ation%20Form.
�7 �df,
48
49 Le�ter af Intent
CTCY OF FORT WORTH
S'FANDAR� CONSTRiJCTiON SPECIFICAT[Ol�! �O.CLTM�NTS
Revised Octoher 27, 2021
2d22 Concrete Restoratian Contraet 1
City Project No. if)3445
ao asao �2
Bt�siness Ec�uity Goal
Page 2 of 2
I
2
4
5
b
7
$
htt s:Ila : s.fortworthtexas, nvl�ro'ec�Resources/Resouz•cesP/60 - MWBE/NEW Business Equity
Ordinance/Letter ofIntent-2021.pdi
Business Equity Good Faith Ef%rt Form
https ://apps . f�rtva orthtexas .�ov/FrojectRes o ut�c es /Res ourc es P/b0%20-
%20MWBFJNEW%20Business%20E it %200rdinance/Business%2Q uit %2OGood%20Faith%20Ef
fort%20Form.pdf
9 Business Eq�.tity Prime Cantractor Waivee Form
IO htt s:l/a s.fortvvorthtexas. ov/P�'o'ectResources/Reso�.u•cesP/6a%20-
11 °1o20MWBElNEW%20Business°/a2QE uit %200rdinance/Business%2D uit %20�rune%20Contractor
12 %20Waiver.pdi
13
14
15
lb
17
i8.
19
20
2l
22
23
24
25
26
27
2$
29
30
31
32
Susiness Equ.ity Jaint Venture Fnrm
htt s:lla s.fortwortk�texas. o�/Pro'ectResources/ResourcesP/60%20-
�o20MWBE/NEW%20Busin�ss%20E uit %200rdinance/Business%2QEquity%2Q1onZt%o20Venture.pdf
FAn.UR� TO A[:H�VE T�3E GOAL OR 01'HQtWISE C�MPLY WTTH T'I� ORIDNINACE WIl.i,
RESULT IN TI3� BIDDER/OFFEROR BIING DECLARID NON-RESONSIVE AND THE BID
RETECT�D.
FAILURE TO SUBMIT TH� UIR�D BUSIN�SS EOUTY DOCUIVIE:NTATION OROTHERVt�ISE
COMPLY WTTH TH� QRDIlV�NC� WII.,L R�ULT IN THE BID BIING DECLARID NON-
RESPONS TI� BID RETECTF.,� ANl? MAY SU$JECT THE BIDDER/Ok'N'E[tOR TO SANCTIONS
ASDESCRI$ID IN ��C. 20-3730FTH�, ORDINANCE
For Questions, Please Contact'Ifie Business �quity Division of the Department ofDiversity and
Inclusion at (81'�) 39�-�67�.
END OF SECTTON
CITY OF' FOKT WORTH 2O22 Concrete Restoration Contracf l
3T.SNDARD CONSTRtICT'ION SPEC�'ICATION DflCUM�NTS City ProjecY No_ 1�3445
Revised QcEaber 27, 2021
005243- ]
Agreeme��t
Page 1 of 6
SECTION 00 52 43
AGREEMENT
TI3IS AG�EMENT, authorized on t , is made by aild between the City of Fart
Worth, a Texas home rule m�anicipality, acting by and through its duly authorized City Manager,
("City"), and Makou Inc, attiliorized to do business in Texas, acting by and tlZrough its dul}�
authorized representative, ("Contractor"), City and Contractor may jointly be referred to as
Parties.
City and Contraetor, in consicEeratinn of the mutual covenants. hej'einafter set fortn, a�'ee as
fallows:
Ariicle 1. WORK
Contractor shall camplete all Work as specified ar indicated in the Contract Doeumettts for the
Project identified hereiil.
Artacle 2. PROJECT
The project for which the Work u:nder the Contract Docum�nts may be the whole or nnly a part is
generally described as foljows:
2022 CONCRETE RESTORATION CONTRACT 1
CTTY PROJECT NUMBER 103445
Article 3. CONTRACT PRICE
City agrees to p�ay Contractor %r perfarmance of the Work in aceordance with ihe Cot�tract
Documents an amount, in current funds, of NINE H[]NDRED TWENTY-NINE THOLTSAND,
SIX Hi.JNDRED NINETY Doliars 00/100 ($929,690.00). Contract price may be adjusted by
change arders duly authoriz�d by the Parties.
Article 4. CONTRACT TXME
�}.1 Final Acceptance.
The Worie shall be co�nplete for Final Acceptance within 180 days after the date when �he
Contract Time commences to run, as pravided in Paragraph 2.02 nf t}�e General Conditions,
plus any extension thereof allowed in accorda.�ce with Article 12 of the General
Conditions.
4,2 Liquidated Damages
Contractnr reeognizes that time is of the esserrce for campletion nf Milestones, if any, and
to achieve Fina.l Acceptanee of the Vi�ark and City and tne public will suffer from loss of
use if the Work is not completed witkzi� the time(s) speciiied in. Paragraph Q-.1 above. The
Contractor also recognizes the delays, expense and difficulties itavolved in proving in a
legal proceedir�g, the actual loss s�ffered by the City if the Work is not completed on
tune. Accardingly, instead of requiring any such proof, Contractor agrees Yhat as
liquidated damages for delay {but not as a penalty), Contractor sha31 pay C.ity 5ix
Hundre� Fifty Dollars ($6�Q.00) for each d�y that expires after the time specified in
Paragraph 4.1 for Fina1 Acceptance until the City issues the Final Let�er of Aceeptance.
CTPY �T COR'I' WORTH 2O22 Cpnerete Restoration Contract 1
STAiVDARD CONST1tUCTION SPBCIFICATION l70CUME]VT3 Cify Projent No. 103445
Revised I 1/23/2021
0o s2 �3 - z
Agreement
Page2 01'6
Article 5. CONTR�iCT DOCUM�NTS
S.1 CONTENTS:
A. The Contract Documents which comprise the entire agreement between City and
Contraetor concernir�g ihe Wnrk consist of the fall.owing:
I . This Agreement.
Attacllments tq this Agreement:
a. Bid Form
1} Proposal For1n
2) Vendor C.om�Iiance to State Law Nan-Resident Bidder
3) Prequaliiication Statement
4) Stat� and Federal doci.unenis (project specifrc)
b. Current Pr�vaiIing Wage Rate Table
c. Insurance AG4RD Form(s)
d. Fayment Boi7d
e. Performance Bond
f. Maintenance Bo�1d
g. Power of Attorney for the Bonds
h. Wo�kei•'s Compensation Affidavit
i. MBE and/or SBE Utilization �'orm
3. General Conditions.
4. Supp�ementary Conditions.
5. 5pecifications speci�calIy made a part of the Contract Documents by attachment
or, if not attaclled, as incoiporated by reference and described in Yhe Tabfe of
Contents of the Project's Coniract Docurnents.
6. Dz�awings.
7. Addenda.
8. Docurraenta.tion submitted 6y Col�tractor pi�ior to Notice of Award.
�. The fqllawing whieh may be deliv�red or issued after the �ffective Date of the
Agreement and, if issued, becoine an incprpotated pa�t of the Contract Documents:
a. Notice to Proceed.
b, Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
Article 6. INDEMNIFICATION
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its ovvn
expensa, the city, its ofiicers, servants and employees, fram anc� against any and all
claims arising out of, or alleged to arise out of, the work And services to be perfnrmed
b� the contractor, its of�cers, agents, employees, s�bcantractors, licenses or invitees
under this contract. This indemnif"ication provision is ,snecificallv intended to operate
and be effective even if it is aIle ed or roven that a11 or some of the dams es bein
s. nu�ht were caused in whole or iz� n�rt, bv anv act, omission or negligence of the city.
This indennnity provision is intended to include, wit�out limitatian, indemnity for
costs, egp�nses and legal fees incnrred by the city in defending againsE such claims and
causes o� aetions.
CiTY OF FOiR'I' 1�ORTH 2O22 Conerete Restvration Contraet 1
5TAIVDATtD CD�I3TRUCTIQN SPECIFICATION dOCUMENTS City Praject No, 103445
ltevised 1 i/23l2Q2 �
00 52 43 - 3
Agreement
Page 3 of 6
6.2 Contractar cov�nants and agrees to indemnify and hold harmiess, at its own expense,
fhe eity, it� officers, servants and ernp�oye��, from �nd against any and all loss, damage
or destruction of properLy af the city, arising out of, or alleged to arise out of, tlze �vork
and services to be �erfor�ned by the con�ractor, its of#"Xcers, agents, employees,
subcontractars, ficensees or invitecs under this cant�ract. This. indeutz�ification
rovision is s eci%call inEended to o erate and be effec#'rve even if it is alle ed or
�roven that all or some of the dama es bein sou ht rvere caused in whole or in art
b an act . omission or ne li ence af the ci .
Ar�icle 7. MISCELLANEOCIS
7.1 Terrns.
Terms used in this Agreement whicli are defined in Article 1 of the General Canditior�s wiII
have the meanings i3�dicated in the General Conditions.
7.2 Assignment of Contraci.
This Agreement, including all of the Contract Documents may not be assigned by tlie
Contractor without the advanced express writl:en consent of the City.
7.3 Suceessors and Assigns.
CiTy and Contracior each binds itself, its partners, successo�•s, assigns and legai
representati�+es to the oihar party hereto, in respect to all covenants, agreements and
obligations cnntained in the Contract Documents.
7.4 SeverabiIity/Non-Waiver a� Claims.
Any provision or part of the Contract Docurnents held to be uncni�.stitutional, void or
unenforceable by a court of competent Jurisdjetian s1�aI1 be deemed stricken, and all
remaining provisians shall continue to be �al id ar�d binding upon City and Contractor.
The failure of Gity or Contractor to insist upan the performanee of any term or provision of
this Agreement ar ta exereise any right granted herein shal] not cons.titute a waiver of City's
or Cont�•actor's respective right to insist upon appropriate performance ar to assert any such
right or� any future occasion.
7.5 Governii7g Laru and Venue.
This Agrea�nent, including all of the Contract Documents is performable in the State of
Texas. Venue shall be Tarrar�t County, Texas, or the United �tates District Gourt for the
Northern District of Texas, Fort I�Vorth Division.
7.5 Authority to Sign.
Contractor shall attach evidence of autlnority to sign Agreement if signed by someQne other
than the duly autharized signatory of th� Contrac#or.
7.7 Non-apprapriation of Funds.
[n the event no funds or insufficiant funds are appropriated by City in any fiscal period far
any payments due hereunder, City will natiiy Vendor of sueh occUrrence and thEs
Agreement shalI terminate on the fast day of the fiscal period for which appropriations t�vere
received without psnaiiy ar expense to City of any kind whatsoever, except as tn the
portions of the payments herein agreed upon for which funds l�ave been appropriated.
C1TY OF FORT WOR'1'H 2O22 Canerete Restoration Cantraet 1
5'�A3YDARl] COIVSTRUCTION 5PECITICATION DOCLJNiE'NTS City Project No. k 03445
Revised 11/23120Z]
0052q3-4
Agre:ement
Page 4 of C
'7.8 P��ohibitio�� On Coiltracts With Companies Bpycotting IsraeI.
Contractor, unless a sale proprietor, acknowledges that in accordar�ce with Chapter 2271 of
the Texas Government Code, if Contractor l�tas 10 ar more full time-employees and fhe
contracC value is $1D0,0�0 or more, the City is pro�ibited from entering into a contract with
a company fQr goods or se�-vices unless the ca.ntract contains a vvritten veri�cation from t3�e
co�r�pany that it: {1) cloes not boycott Isra.el; and (2} will not boyc.ott Israel during the terrn
of the contr�ct. The te�•ms "�oycott [srael" and "company" shall have the meanings
ascribed to tllase terms in Section $O8.Q01 ofthe Texas Government Code, Sy signing this
contraet, Contractor ce.rtifes that Contractor's signature provides vvrittea
�erification ta the City t�tat if Chapter 2271, Texas Government Code applies,
Contractor: (1) does not �oycott Israel; and (2) will not boycoti# Israel durin� tt�e terrn
of fh� cantracY.
7.9 Prolubitio�i on Boyeotting Energy Gompanies.
Contraetor acknowled�;es that in aecordance with Chapter 2274 of the Texas Govarnment
Gode�(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), ihe City is prohibited from
ent�ring into a contract for goads or services that has a value of $IOO,Q00 or �nnre, �vhich
will be paid whoIly or partly fram public funds of the City, with a company (with 10 or
more full time empIoyees) unless the contract contains a written verification frnzr3 the
eampany that zt: (1) does »ot boycatt energy companies; and �2) will not boycott energy
companies during the term of the contract. The terins "t�oycatt energy campany" and
"company" ha�e the meaning aseribed to those terms by Chapter 2274 of the Te�s
Govermnent Code (as added by Acts 2021, 87t1� Leg., R.S., S.B. 13, § 2}. To the extent
that Chapter 2274 of the Governmen� Code fs applicable to this Agreement, by
si�ning this Agrecment, Cantractor certifies tl�at Contracfor's signatare pravides
writteq verification to the City that Gontractnr: {1) does not boycott energy
companies; �nd (2) will nat boyeott energy campanies during the term af this
Agreement.
7.I0 ProhiUition on Discrimination Against Fn•eaz•m and Amrr�unition Industries.
Contractor acknowl�dges that except as othet�vise pro�ided by Chapter 227� of the Texas
Government Code (as added by Acts 2021, 87iI1 Leg., R.S., S.B. 19, § 1), the City is
prohibited from eiltering into a conteact for goods or services that has a val�►e of $100,000
ar more whieh wiIl be paid wholly or partly fi�om pub]ic funds of the City, with a company
(with 10 or rnore ful]-time employees} unless the cantract contains a written verification
from the company that it: (1) does not have a practice, palicy, gtaidance, of• directive that
discriminates against a firearm entity or firearm trade association; and (2) will not
discriminate during the term of the contract against a fu•earm entity or firearm trade
association. The �£I'1715 "C�15CYIiTllq$��,°7 "�II'��iTITl entity" 7[1C[ "�I'�aT'iTl fi'ad� 3SSRC.1atJ0I1"
have ihe meaning ascz'ibed to those terms by Chapter 2274 of the Texas Governmen# Code
(as added by Acts 2D21, 87th Leg., R.S., S.B. I9, § 1). To the extent that ChapEer 2274
af the Government Code is agplicable to this Agreement, by signing this Agreement,
Cantractor certifies that Contractor's signatuxe provides written veri�cation to th.e
City that Contractor: (1} does not have a practice, policy, guidance, ar directi�e that
discriminates against a fi.rearm entity or firearm trade assoeiaii.on; and (2) will not
discri�ni�uAte against a firearm entity or firearm trade associatian dnring the term of
this Agreement.
CITY QF FORT W�RTH 2O22 Conerate Restoration Contract I
STAN�ARD CONS'I'RUCTION SPE�IFICATION DOC(IMEN'TS City ProjectNa, 1D3445
Revised 1 112312 0 2 1
005243-5
Agreement
Fage 5 of 6
7. I 1 Tmmigration Nataonality Act.
Cont�actor sk�all verify the identi#y and employment eligibility of its employees who
perform v,�ork under this Agreement, inciuding completing the Emplayment Eligibility
Verifica�.on Form (I-9). Upon reques� by City, Contractor shall provide City with copies of
all I-9 fotx�z�s az�d supporting eligibil�ty documenta�ion for each employee who perfarms
work under this Agt'een:zenf. Contz�aetor shall adhere to all Federal and State laws as well as
establish appropriate pz'ocedures and controls so that no services wiIl be performed hy any
Contractor employee wh.o is not legally eligible tn perform sueh services.
CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY 3iARNLz-ESS
FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE T� VIOLATIONS OF
THIS PARAGRAPH gY CONTRACTOR, CONTRACTOR'S EMPLOYEES,
SUBCONTRACTORS, AGENT�, OR LICENSEES. City, upan written natice to
Contraetor, shall hava the right to immediately terminate this Agreernent �or violations of
this pravision by Caniractor.
7.12 No Third-Pariy Beneficiaries. •
TJvs Agreernent gives no righfis or benefits �o an.yone other than the Cii,y�and the Co�t7'aciox
and there axe z�o third-party beneficiaries. �� �.� -
� � . ,..
7. I3 No Cause of Action Against Engineer.
Coniractor, zts subcontractors and equipment and mat�rials suppliers on the PR07ECT or their
s�'e�es, shall maintain no direct action agairnst the Engineer, its o�icers, em.ploy�es, and
subcantractors, for ariy claim arising out o�, in conn�ciion with, or resulting froz�n the
engineering �erviees perfarffied. Only the CiLy r�vill be tl�.a beneficzary of any undertaking by
tlaa F�agineer. The presence or du�ies of �ixe Engineer's parsonr�el at a construction site,
vah�Elaer as on site representa�ives or otherwise, do raot ma�e the Engineer or its personnel
in a�n.y way responsible for those duties that balong to the City andlor the City's construcfzon
contractors or other entities, and do not relieve the con.st�uction contractars or any other
entitiy of iheir obligations, duiies, and responsibiliti�s, ineluding, but not limited to, all
construction methads, means, techniques, sequences, aud procedures necessary �ar
coordanating and completing ali gortions nf tiae eanstruc�ion work in accordance with tlae
Con1xact Documents and a.ny healtY� ar safaty precautions required by such construction
work. The Engineer and its personnel have no aufhority to exercise any conirol nver at�y
constrttction con.tractor or ofher entity or theix emp�oyees in. connection with their w'ork or
any health or safety precautions.
CI'CY OF FOitT WORTfi 2022 Conerete Restoration CoAtraet 1
STANDAR77 CONSTRUCTfON SPECIF�CATION DOCT7M�NT3 City Project No. 103445
Revised 11/23/2621
OQ52A3-6
Agrecinent
Page G oFfi
IN WITNESS WHEREOF, City anef Co�ltracfior have each executed this A�reemeni to be
effective as of t11e date subsc�•ibed by the City's designated Assistarit City Manager ("Effective
Date").
Coniractor: � 2+C�1 � t'IL
City af Fort Wa��tb
By:
_r�
Signature �
i�A���� �..k��-�r
(Printed Name) � �
p�►N�,P��
T�tii�
� MAKnIi INC.
�nn ���,������ ����?FF�-��—
Address �U+ i`� � 15
AF�f..lNGi'ON, '�'X. rI;001
City/State/Zip
� ���r�� ,.
Date
C1TY OP f'ORT WOi2TH
STANDARD CQ3�lSTT�UCTION 5P�CIPICA'CION DOCUMEN'E'S
I�evised 11/23/2021
By' •�
Z ,' ' +
,
Dana Buz•ghd
Assistant City`�1VIanag r
" L=��
Date � '
A e��: � �
t �� / ��
�lanr�tte Goodall, City Secret�ry j
�
(Seal)
��.��: � ��
��3:� _.� � �
.�; � v,�' . ,. �` �•
6'; ,� y..�� a
°' ;���
� �'�� . ��`
n.
� �'' � ,�� -�r
����"..�.
,�
M&C: ,�t � —O�I
Date: �. �7- ZC321.-
Forin 1295 3Vo,: �J" ? r� 5 W 3�`t
Contract CompIiance Manager:
�y signin�, I acknowledge that I atn tl�e pecson
rasponsible far the monitoring ar�d
adrninistratinn of this contract, including
ensut�itag al1 per�'ormance and �•eporting
��equi�•�ments.
� �p 1
Ii�etomiwa Ot�t elu
Praj ect Manager
App��o�ed as to Form and L�gality:
�I
- �--"., � — — _ �
Douglas W. Black ,
Sr. Assistant City Attornay
APPROV R�COMIVIENDED:
William Johnson, Directar
Transportation & �ublic Warks Departinent
2022 f i�����e�c i�c5�orauon c:ontract 1
j ��iy". 'u.:e�,:. �7�` .FN��
..�.w _ . ..,�
�J� •�,
oosFi3-�
PERFORivfANCE BQND
Pa�e I of 2
Bond No. 1 Q23'163
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�.
� SECTION 00 6113
PERFORNIANCE BOND
Tf-� STATE OF TEXAS
COUNiY OF TARRANT
That we, Makou, Inc,
�cnown as
"Principal" herein ar�d Oklahorr�a Surety Company _ , a carporate
surety(sureties, if more than ane) duly authorized to do business in the State afTexas, known as
10 "Surety" herein (whether nna or more}, are held and firmly bound unto the Crty of Fart Worth, a
I 1 munic ipal corporation �reated pursuant to the laws of Texas, knawn as "City" herein, in the penal
��. SUTROII� NineFlundredTweniy-NlneThausand,S�CHuadtedNinery�Oollarsand�06l100 Dollars
13 ($ 92��69� �a ), Iawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas for the payment of which sum wef� and truly to be made, we bind
IS ourseives, our heirs, exeeutors, administrators, successnrs and assigns, jointly and severally,
16 firmly by these presents.
17 WH�RF.AS, the Principal has entered into a certain written contract with the City
I 8 aw arded the �-Z day of ����u 1��_, 202.L which Contract i� hereby referred to and
19 rrtade a part hereof for aEl purposes as if fully set forti� hereir�, to Purnish all materials, equipment
20 labor and ather accessories defined by law, in the prosecufion of the Work, incl�dir�g any Change
2t Orders, as prcvided for in said Cantract desigmated as 2022 CONCRETE RESTORAT�ON
22 CONTRFIC7' 1, City Project No. 1�3445
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NOW,'fHER�F'URF, the candition ofk�is obligation is suc� that iithesaid Principal
shall faRhfully perform it a�ligations under the Contract and shall in all respects du[y and
faithfully perfo�m the Work, uncYuc4ing Chang� l?rders, under khe Cantract, according to Ehe plan,,
specifications, and contract documents therein referred to, and as well during any period of
extension of the Contract that may be granted on the part of the City, then this obligation shali be
and become null and �oid, otherwise to remain in fu11 force and effect.
PROVIDID I� UKT��, that �f any legal action be filed on this Bond, �enue shall lie in
Tarrant Caunty, Texas or the United 5tates District Court for the Northern District of Texas, Fort
Worth Divisior�.
§
§ �1DW ALL BY THESE PRESII�]T5:
§
CfTY AF FOR'i' WORTH 2O32 Canc�ete !i�loratian Cantiaci i
STANAARD CONS7'RUCT[QN SPEC�ICAT{flN DOCUMENTS CiryProject P[o. ]03445
Revised luly 1, 20i l
ao ai �3 -z
PERFQRMANCE 8Rt`ID
Paga 2 of 2
l "i'his bonct is made and executed in compliance with the provisi�ns of Chapter 2253 of the
2 Texas Government Code, as amertded, and a[I liabilities on this bond shall be determined in
3 accordance witf� the provisions of said statue,
4 IN WITNESS WH�2�'AF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by du�y authnrized agerts and officers on this the 22nd day of
6 �ebruarY , �p 22 .
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ATT�.ST;
--�(L'T�k ,..ICF't � rs�
(Principal) Secretary
n,
W i�� as to �'rincipal
ARINCIPAI.:
Makou, Inc.
BY;
5ig at�re --- - -----
��.(�� %-p,-,�3 ��.fSU4JiQ'i4 L+
Name and Title �
Address: 7TOQ S. Coo e�__r 5t„ Sui#e 15 .
.,Arlin_gtan, TX 7fi0�,1..._. ___.._...
SU�i'Y: .
... J. Oklahoma Surety Compar�y
-- . __..-- --. . . . -- —
�_ ... .. �. _. _ ,.
��-- 5ign tu —��- � �
Brent M. Bloni ac,�n, Attorney-inFact
Nart�e and Titl�
AcEdress,1437 Sou..k.l1...���ier, Suite�OQ
, Tu�sa, OK 74119
�� .... _.... ___-- -- -
� ---- - -- _--- _ . . _.
t_ I
4Vitness s o urery `� Tefephonel�Iumber; 918-5$7-7221
Angie As.tran, Client Manager �— -T�--
*Note; [f s igned by an of�cer of the Surety Company, there must b� on �le a certified extrac t
from the by-�aws sha�rwing that this person has authority to sign such obligation. Ii
�urety's physica] address is different frarim rts mailing address, both must be }�rovided.
The date of the bond shal] not be prior to the date the Contraet is awarded.
Cl'1'Y OF FQRT WORTH 2f322 Concrete Restc�ratiost Cnntrae3 I
STAlVDARD CQl�l5TRllCCION SPEC�F'ICAT[4N DOCUivfE�1T5 C�tyPro�ecl Na ID3445
Re�ised ]uly I, 291 I
406114-I
PAYMENT BOND
Pags l of 2
Band No.9 0�3163
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'THE STAT� OF T.EKAS
COUNII' QF TARRANT
SECTION 00 6114
PAYMENT BOND
§
§ I�VOW ALL SY TT3ESE PRESEi�TfS:
�
That we, Makou, lnc. _, known as
"I'rincipal" herein, and Oklahoma Sur�ty Gompany _ , a
carporate surety (sureties), duly authorized to da business in t3�e State o�' Texas, known as
"Surety" herein {whet�er one or more), are held and firmly bound unto the City o� Fo.rt Worth, a
municipai corporation created pursuant to the laws af the State of Texas, k�own as "City" herein,
in the pena] S Llf�1 Of Nine H�ndred Twenty-Nine Thoussnd, 5ix Hundred Ninety and QOlt06 __ � DO��iIT'S
(� 929,690�00._ _), lawful money af the United States, ta be paid in Fort Worth,
Tarrant County, T�xas, for the payment of which sum well and truly be made, we bind ourselves,
our heirs, executars, adrnit�istratars, successors and assigns,jointly and se�erally, �irmly by thes e
pc�sents:
WfiIItEAS, Princi�saf has entered into a certain written Contract with City, awarded t�ae
a,�2--day of � r F���} �� , 20 2l�-, which Contract �s hereby reFerred to and
made a part hereof for all purposes as if ful�y set forth herein, ta furnish all materials, equipment,
Eabni• and oti�er accessories as defined by law, in the prosecution of the Work as provided For in
said Contract and designated as 2022 C4NCI�TE R�STORATION CONTRACT 1, City
Pr�ject No. 103445,
23 NOW, THEItEFORE, TE� C4NDITION �F THIS OBLIGATION is such that i�
24 Princiga! shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
25 Cha�ter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Cantract, then th�s obGgation shall be and become null and �oid; otherwise to remain in full
27 force and effect.
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This band is madz and execukeci in compliance w$h the pro�isions of Chapter 2253 of the
Texas Gavernrs�ent Code, as amended, and a[l fiabi�ities on this bond shall be determined in
accordance with the provisions of said statute.
CITY OF FORT WoRTii 2022 Con�rete Restoranon Contract 1
STMt�ARD CONSTRUGTION 5!'ECIFICATiON 1)OCiFiNENf'S City Projed Na. 103445
iiavised July 1, 2011
OObtl4-2
PAYMEN'I' 90ND
Page. 2.of 2
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IN WI7NF5S WfiEItFAF, the Principal and 5urety ha�e each SIGNED and SEALED
this instr�trnent by duly authorized agents arid officers on this the 22nd day of
February �p 22
t
ATTEST;
�i4Z+� ��a1
{Principal) Secretary
r ��
W� nes as to Principal `
ATTEST;
{Surety} 5ecretary
� � 5
`f �j � _
�
Witnes . to rety . _�_. . _f
Angie Askran, Client Manager
PRINCi PAL;
Makou, inc.
�Y: �'" �'
Signat re ��
���a� �"� Q�.1r�r4'�L
Name and�Titie �. ._�
Address: 71 QO S, Coope_.r St:�SEe 15 _
Arlingfon, TX 76001 _,_
SUR�,Tti':
_� Oklanoma Surety CorrEpan�r_
BY: _ �A'�� _ ---
S�gnat re
Brent M. Blonigan.,, Attomev_.in�Fac�
Name and Title
Address; 1�37 South_Boulder, 5uite 20Q
Tulsa, Qk 7�3119 . ..__ .
Telephone Num ber: 918-587-7'221
Note: If signed by an officer oF the Surety, there must be on file a certified extract from the
bylays+s showing that Ehis person has authority to sign such obligation. [f 5urety's p}�ysical
addres.s 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.
F:11'D OF S�CTION
CITY OF FORT WORI"H
STATIDARd CONSTRUCTlQN SPECIFICATI�N DOCUIvfEhTl'S
Revised ]uly l, 20l l
2022 Conerele Resto�atian Contract 1
CiryAro�ecsNa IQ3445
oo�� is-�
MAINTENAi�TCE BOND
Page i of 3
Bond No. 1023163
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`l� STATE OF T�AS
SECI�ON 00 6119
MA[NT�.TIANCE BOND
�
§ KI�OW ALL �Y THFSE PRES�VTS:
COUNT"Y O�' TARRANT §
Thatwe Makou, 1nc. � � _ ___ ____,�nownas
"PrincipaP' herein and Oklahoma 5urety Company , a corporate surety
(sureties, if more than one) duly auti�orized to do business �n the State of Texas, known as
"Surety" herein {whether one or more), are held and firmly baund unto the City of Fart Warth, a
municipal carporation created pursuant to the laws of the State of Texas, known as "Cify" herein,
lfl the SULCk Of Nine Hundred Tweniy-Nlne Thousand, Six Hundred Ninety and DOI10.0 Dollars
($ 929,690.OD }, lawful money of the United States, to be paid in Fart Worth,
Tarrant County, Texas, for payment af which sum weU artd truiy be made unto the City and its
successors, we bind ourselves, our heirs, executors, administrators, succassors and assigns, jointfy
and severally, firmly by these presents.
WHIItEAS, the Princ ipal has entered inta a certain written contract with the City ar+varded
the Z z day of ���r �vlAl�- ` , 20 Z�; which Contract is hereby
referred to and a macie p�u't hereof for a1l purposes as if fu11y set forih k�erein, to furnish all
materials, equipment labor and other accessories as defined by law, in Che prasecution ofthe
Work, including any Work resuiting from a dufy authorized Chartge Order {collectively herein,
the "�Vork"} as provided for in said contrack and designated as 2022 CONCR.E"I'E
RESTORATION CONTRACT l, City Pro�ectNo. 103445; artd
W�m2EAS, Principaf hinds itseii to use such materials and to so construc# the WorEt in
27 aceordance with the plans, specifications and Contract Documents that t�e Work is and will
28 �emain free from defects in maierials ar workmanship for and during the peeiod af two (�) years
29 after the date of Final Acceptance of the Work 6y the Cit}+ (`°Maitltenance Period"}; and
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WHF�2F.AS, Princ ipal binds itself ta repair or reconstruck the Work in whole or in park
upon receiving notice from the City of the need therefor at any time w ithin the Maintenance
Perio[f.
CCl'Y 06 FORT W ORTH 2O22 Concrete Resta�atian Canttact 1
STANDARD COi�iSTRUCI'EON SP�CEFICATIOh! DOCUiNEN"CS Cfry Pm�ect No 103445
Revised luly I, 2QI l
[S}61 19-2
MA[NTENANCE $OI�ID
Page 2 of 3
1 NOW THIIZEFORF, the condition af this obEiga#ian is s�ch that if Principal shall
2 remedy any defective Work, for wl�ich timely notice was provided by City, Eo a completion
3 satisfactory to the City, then this ab[igation shall become null and void; otherw ise to remain in
4 full force and effect.
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PROVIDID, HDWEVER, if Principa] sha[[ fail so to re�air or recons#ruct any timely
noticed defec#ive Wark, it is agreed E�rat the City may cause any and af� such defectir+e Work to
be repaired and/or reconstructed with all associated costs thereof 6eing boens by the Principal and
the Surety under this Mainkenance 6ond; and
PROVIDID E'CJ1tT�iF:R, that if any Iegal action be �led on this Bond, venua shall [ie in
Tarrant County, Texas or �h� United StaEes District Co�irt for the Northern District of Texas, Fort
Worth Division; and
15 PROVIDID �'{]RTHER, that this obligat�on shall be continuous in nature and
E6 suecesssve recoveries rnay be had I�ereon fo.r successi�e 6reaches.
f7
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CETY OF FORT WQRTH 2b22 Concxete Restaratian Contract 1
STANDARO CqNSTIiI'CTIQN SPCCQ'1CAT[ON DpCUMEtVTS City Froject rIo i[13A45
Revised July I. 20! 1
006114-3
MAIAITENANCB HOND
Page3oi3
1 YN W�TN.ESS W�'AF, the Pr�cigal and the Surety have each STGNID and SEAT�ED #his
2 instrurnent by duly authorizeci agents and oiiicers on this the 22nd day of
3 February � 2p 22 ,
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A'T'I'EST:
���� ��� �
{Priocipal) Secretary
iG.�y`^�" '_
W'rt e as ta Prir►cipal
A"I"1"EST:
{Surety) Secretary
���, , �1
�
Wiknes to Surety
Angie Astran, Cfient Mar�ager
*Note: If signed by an of�cer of the Surety Company, there musi be on file a certifie� extrac t
fram the by-laws showing that this person has authority to sign such ohligation. If
Suxety's physical address i� d�ferent from its mailing adciress, both �r►usthe pravided.
The date oithe bond shalI not be prior to the date the Cantract is awarded.
PRlNC1PAL:
BY: �.
Sign ure
�/1R�J S� �:.H�a.r t �i�.� �1 �*t t�
Name andTi�le
Address: T100 S. Caoper 5t., 5uite 'i5
� Arlinqton, TX 76009
SU�tEi'Y:
Oklahoma Surety Company
BY:
Signatut� � � -
8rent M. Blonigan, Attorney-in-fact _
Name andTitle
Address:�437 South BouEder. Suite 20Q_
Tulsa� OK 74119
Telephone Number: 915-587-7221
Makou, Inc.
A1
CITY 0� FORT WOYtTH
STANJ�A.RD CONSIRLTCTION SPECiFICATION DUCUIViFiN1S
RevEsed ]uly I, 2U! l
2Q22 Cone�ete Res4o�ation Contcact l
Ci1y P%}ect No. 103445
�FtLA#-��11�A �I�F�ETI� ��NIPANY
14�7 Sa�ti� BvuS��r. ��ite 2#}0, Tulsa, Ok�aho; na 7�i19 - Pl�: �'�8-�87-72�1 - Fax: J'i8-5S8-�2�J6
POW�f� Q� A��O'Rt��Y
IC#+104Yllll. P+��N gY'F?I�$�Pf#ES�A1T5; Thol kl-�e Oklol,ama Sure�y CompAny. a �aeporafio�� o�gurs�xcd a+�r: exiyling �i�iSor errsl
hy v��lut us �fa�r Iaws o� ilr� S�ale o� t7171�. rtoes herafsy r�oinh�al�., con{lival� �nd ;e��Fws�rl i�i� p�r:an nr �grsnns �aroNad h,��ow. ca�h �nii�+rldually II
J��7re li�n� p�p aS n6rri�#ll, +� C�sl€3 3fid I$�UI �II{uney-in-t�3C1 �ur IC �1rld li'I IIS �3Fflr7. �71a[e dn[� st�d 90 ex�cule �n IxefiH:f of �fr� sa'� Co�p.�tty, as
o�sro9y, aitiy ai� a11 bonbs. i�nde,:akings end �_onir3c�s a� sure9y5hl�_ �r nlhei w�l9ion obll#7alion5 ir+ Ihe n+��ure Iheteof B�enl A�, [31ar�lgars. RBu�
F. ��rrt�a. �nts Drel�ing. Dvhbl� I�afrner, FCarr� Pl�tce� al! ol F��CHAf2D90�J, T}C
IN WI�NCS�a WI�IE�2�4F_ ll7x� Okl�horn� Sure�y Carnpany 1+�::+�`aus�d lh�se Frresenlsio �+s slgruxd arsd ali�sied hy
115 aaptopf1.91U o�flCeis 3Fld II� €orpor�i� se�1 I+cf�ilillt� a�lxed lhls d5 �lay of J�nU�i�y, 2C12,�,
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Sflaroia H�tkl, A�slsia�k �ecretary
��C��1k�QM,4 SUf���`� COMPA�Y
� ���� �����
Todd B2t���_1�ice Fr��td�nl
�ii 1�,Is Q5 �ay ni,��ri��ary, 2�]1� ���suru nic, �rrranal�y ap�arnd �'od� B�zalr�. Iv,ria Nna�r-.. r,Ri�,r: c�uiy swanis,,Jep�,�es �nti s�yy
ll�al Cdh� fe31de5 in Rmken Anpw_ Clklyharn�, CI3�1 arlxe i:, a l�c+� Pry�idonl 01 �k�ai4ania St�re9y Campany. If,e corr�pany �asc�ihecl in an�
yMhi�h eKeru!�d 11iu :1�t1u� Inilre�oai�nl; Ilu�� �Jl,�, kr�ox�� lli� {�bl of Ihe SR��I GQRspiislu, �s,�E il�� s�,�l a�F,�a� �o �n�, 9��i inslru�nen� Is suedi
c�rpo�ate �rai, H�ai il„ra� �o sffixmd by aut#�orily ol h�[�his offit� �nd�= lh� E1p��L�tiv� of s:�id Cai�xipa�y, �tsd Ih�l sthe sly�n@d hi� name �h��elp �y
like aul#�nrity
ST�1TE OF (]i{l.nHcsM�
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I ��i;: F�ti:'ar rai Al�iar�K:y is �7r3ntled lfy aualtiuialy ud Ir�e �olr�wing resolul�rms �dupl�d by !he 9.o�rd oF D1recEr�rs qf Vklahorn� Sufuly
Ca:��x�nY Ly ur�nifisOLLS wKlfkr:Y� C0�1S9�11 �3fE'.1 S�Flefn�x =4 10;19.
�1CSOE��E� Thal �hR f�reaider�l, Uia �xUcullvG VIC9 P�euider,l_ li�a, sewer�l SEsrtl�r VICo �dFe5ldefil5 �]nd VtC4 PFesldrnls u! r31iy oile Of
Ghem, he oald florffDy I� �lulk4�E�ed_ �F�7m �Imo kn llrne. lo ap�eu�i onn of mofC �ilorney�-il���ad lo rlxecu�e or3 L+eiiiaiF Df itle Cnf��FF.'lY, �+s 5uCo1y,
��y,�rwi 9f 1Funds, �i�5�lr�rl��eln�57rid C4FIIfP{�F nf 91if�i�S��p, Ur ull4r�i wf�Hl9fi 4I}�i44kl��g in Ihe nat«,e Ih�rtit�i, Ic, prescribe Il�r;r �espec�iti�e duiaes
arrd tlie respecGve EiR,i;s t�± IF�iF �uH1�rISy; �t10 l6 IGV41ce Bny etilr.h Pppoirilmtiil v� �rFy rirnc�.
KCS�LVfi� � URTi�Fft� Th�t lh2 {;runp�ny s�fil eRiS llle s�]n�;ufead qr.y n� Ilie atlor�s�id u°fiGry3.� and any Secr�;a�yao Afiai31�n1
$ppF�laay Uf Ili� Cr�l�+p�l�y li�tiy be offKe� I}y fa�;�mlle Sh ��1yQ9ti4@F43 bllOr�}�y �r r,ar�ifl�aj2 nl eli9ityr yivLil �6f Ih4 �1S8�illlon r,� any hohd
ursdett$3klr,� r.nnfrarl r+i SU�Nr}�41iqa, �s� �ll;trf w�all��F nhflg�firyrl Nz IhH o�alixe Cl:�ii�uf, 5u�h 51qn&I�afe and sPof whan su u��d b4ing h�feby �[Iap1F�
�,y IE,� Corr:pm+p� as Ihe ori�Fn�i si�n�i�,r� a! sucl� offlcer ar!d Ihe orir�i�al a4aG �,i Ih� Ct,rr�4i .ily, la be valld anrl hir�d�n� upqn Il+t Compo��y w1t17
IhP sam•� lorz� �ncl aTfflcf 2s 9hndgh rnhnuatl�� a!llxuc�.
CERTIfi�ATEbhI
1, Sh�rnn l�i:�r.kl, dKss=3�sr�l ti�Gr�1�ty of �kk,�hvma Sarrety ColMryd�1� do hp:-�hy caK�fy �hQl llr� fvre�ulciy Row+'+ o� Al1{qrncY a�5d
41�e ResaluRl+���s oi ii�a bo.�rd oi E31re�rars ol SapRer�,U�� �S, 2�7U9 13SV0 li�l �7�PM1 iFv[SI[ed and 2�� 146vr ifs r�;l ic,r;.� �rxf �eflacl
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51yl� ed .�I �d aE�i�49rx �h�b �d�y of � �� ��
Il�l� IF �C?}i I� �iUlp�CY
11�III�-COl`TTI1�E1l�T C�iSLTAI1Ti' C011�I?P�TY
O�L.AH0IVIA SURE'T�' COlViP�lTY
STATE OF TEXAS
CLAIM NOTIGE END�RSEMENT
In accordance with Seetion 2253.021 (f} of tha Texas Government Code and Section
53.202(6) of the Texas Prap�rty Code, anp notice af claim to the naznec� surety undeK this
bond(s} should be s�nt to:
Mailing: MID-CONTINENT CASUALTY COMPANY
OKLAHOMA SURETY COMPANY
P.O. BOX 14�9
TULSA, OK 74101
TELEPHONE NO. 1-$00-722-4994
FAX NO. 1-918-586�08�40
E-MAIL: CLAIMS@MCG-INS.COM
Ph�sical: 1437 S. BOULDER
SUITE 200
TTJI,fiA, f_}KLAH�MA 74119
ATTACH THIS �iOTICE TO YOUR BQND
UPOI�T E�ECUTIOI�T OF THE BON]3
TXc[mendsmt07
�TAI�I�A.RD GEll�ERAL CO�TDIT�OI�]�S
OF'T�� C�l�I�STRUCTIi�I� �`OI�TTRACT
C1TY OF FORT WORTH
STANDAIZDCONSTRUCTION 5AECIr[CA7'ION DOCUMENTS
Tievision: 8232�Z1
STAN�ARD GEN�R.AL CONDITI�NS OF THE
C�NSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article I—Definitions and Terrninology .......................................................................................................... 1
1.01 Defined Terrr►s ...............................................................................................................................1
1.02 TerminoIogy ..................................................................................................................................6
ArticIe2—Preliminary Matters .........................................................................................................................7
2,01 Copies of Documents ....................................................................................................................7
2,02 Cornrnencement af Coni�act Time; Notice ta Proceed ................................................................ 7
2.Q3 5farting the Worlc .......................................................................................................................... S
2.44 Before Starting Gonstrtaction ........................................................................................................ $
2.05 Preconstruction Conference .......................................................................................................... S
2.Of Public Meeiing ............................................................................................................................. S
2.07 Initial Acceptance af Schedules .....................�..............,.......,,...................................,....,....,....,... 8
Articfe 3— Cont�'act Documents: Intent, Amending, Reuse ............................................................................ 8
3, O1 Infient .......................... ...................... ... ................ ..................................... ............... ....................... 8
3,02 Reference Standards ...................................................................................................................... 9
3.03 Repat-ting and Resnlving Discrepancies .......................................................................................9
3,Oq Amend�ng and Suppiementi�ng ContractDocuments .................................................................10
3.05 Reuse of Documen�s ...................................................................................................................10
3.Ob Electronic Data ............................................................................. ,...,................,....................11
Ai�ticle 4-- Availability' of Lands; Subsurface and Physical Conditions; Hazardous Env�ronmental
CondiCions; Reference Pnints ........................................................................................................... I1
4.01 Availability o�'Lands .................................................................................................................. I1
4.02 Subsurface and Physical Conditions ..........................................................................................12
4,03 Differing Subsurface or Pnysical Conditions .............................................................................12
4.04 Underground �'acilities ................................�.......,...,.......................,............,.............................13
4.05 Reference �oinis .........................................................................................................................14
4.06 Hazardous Envi�onm�ntal Condition ai Site ..............................................................................14
Article S— Boncls and Insurance ..................................................................................................................... lb
S.OI Licensad 5�efies and Insurers .....................�.............................................................,...,,.......... I6
5.02 Parformance, paynaent, and Mairrtenance Bonds ....................................................................... 16
5.03 Certi�cates of Insurance ............................................................................................................. I6
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Znsurance; Opiion to Reglace ...........................................................19
Arlic�e b — Contractor's Respons�bilities ........................................................................................................19
6.01 Supervision and Superintendenne ...............................................................................................19
C1TY QF PORT WOR'I'H
STANDAR�C4NSTRIICTION .SPECfFICATION DOCUMGNTS
Ttevision: 823f1f121
6.02
f.03
6A4
6.05
6.06
5.07
6.08
6.09
6.30
6. l l
G.12
6.13
6.14
6.15
6.16
6.17
6.18
6.19
b.2D
6.21
b.22
6.23
6.24
Labor; Working Hours ........................................................................ .......................................20
Ser�ices, Materials, and Equipme�ni ...........................................................................................ZO
ProjectSchedu�e ..........................................................................................................................21
Substitutesanci "Or-Equals" .......................................................................................................21
Concecning Subcontrac�ors, Suppliers, and O�hers ....................................................................24
WageRates .................................................................................................................................. 25
PatentFees and Royalties ...........................................................................................................25
Permits and LTtiiities .... ..... .... ....... ..... ... ..... ........ ........ ................ ........ ......... .... , ... .... ........... ... ........ 27
Lawsand Regu�ations ................................................>................................................................27
Taxes...........................................................................................................................................28
Useaf Site and Other Areas .......................................................................................................28
RecordDocuments ........................................... _.......................................................................... 29
Safetyand Prataction ..................................................................................................................29
SafetyRepresentative .................................................................................................................. 30
Hazard Comttaunicaiion Programs .............................................................................................3a
Emergenciesand/or Rect�cation ...............................................................................................30
Su6m�tials ........................... ......................................................................................................... 31
Continuingthe Work ...................................................................................................................32
Con#ractor's Generaj VVarranty and Guarantee ..........................................................................32
Indefrmification.........................................................................................................................33
Dele�ation af Professional Design Services .............................................................................34
Rightto Audit ..............................................................................................................................34
Nondiscrirrvnatian....................................................................................................................... 35
Artiale7- Other Work at the Site ...................................................................................................................35
7.fl1 Related Work at �ite ...................................................................................................................35
7.02 Coordination ................................................................................................................................36
Article8 - City's Respansibilities ...................................................................................................................36
8.01 Commurucations to Contractor ...................................................................................................36
8.D2 Furnish Data ................................................................................................................................36
$.03 Pay WhenDue ............................................................................................................................36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change (�rders ............................................................................................................................. 36
8.06 Inspections, Tests, and Approvals ..............................................................................................3b
8.07 Limitations an City's Responsibi�ities .......................................................................................37
S.OS Undisclosed Hazardous Envirorime�tal Condition ....................................................................37
8.09 Compliance with Safeiy Program ............................................................................................... 37
Article 9- City's Observation Status During Construction ........................................................................... 37
9.01 City's project Manager .... ........................................................................................................ 37
9.02 Visits to Site ................................................................................................................................ 37
9.03 Author�zed Variattons in Work .................................................................................................. 38
9.�4 Reject�ng Defective Work ..........................................................................................................38
9.45 Determinations fox Work Per�orrned ..........................................................................................38
9.Ob Decisions an Requiz-ements af Cont�•actDocurnents and heceptab�lity of Work .....................38
C1TY DF P'012T VVORTI�T
3TANDARDCONSTRUCTION SPECIFICATI�N DOCLTMCNTS
Revisian: 823/'1021
Articl� 10 —Changes in the Work; Claims; Ea�ea Work.... ............................................................................3$
10.01 Authorized Changes in the War�c ...............................................................................................38
1Q.02 Unauthorized Cnang�s in the Wor1c ...........................................................................................39
10,03 Executian of Change Orders .......................................................................................................�9
10.04 Extra Worlc ...................................�...............,.......................,,.......................,.................,...........39
10.05 Notification to Surety ..................................................................................................................39
1Q.Q& ContractClaims Process .............................................................................................................4Q
Article 1 I— Cost oithe Worlc; Allowances; Uni� Yrice 'Work, Plans Quantidy Measurement ......................41
11.01 Cost ofthe Wor1� .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.Q3 ilnrt Price Wark ..........................................................................................................................44
11.04 PIans Quantit� Measurement ......................................................................................................45
ArticIe 12 — Change of Contract Price; Change of Con�actTime ................................................................. 46
1.2.01 Change of ContractPrice ............................................................................................................46
12.02 Change of Contract T'vne ............................................................................................................47
12.03 Delays ..................�............................,,...................................,..........................................,..........47
Article 13 — Tests andInspections; Correctian, Rernaval or Acceptanc� ofDefective Work ......................48
13.01 Nol:ice of Defects ........................................................................................................................48
13,0� Access to Work ...........................................................................................................................48
13.03 Tests and Inspeciians ....................................................�...........................,............,..,.................48
13.04 Uncovering Work ........................................................................................................................49
Z3.05 City May Stop the Wortc .............................................................................................................49
13.06 Carrection or Removal of Defective Work ................................................................................50
I3.47 Correction Periad ........................................................................................................................50
13.fl8 Acceptance afDefactive Work .................................,.................................................................SI
13.09 City May CorreciDefective WorIc .............................................................................................51
Article 14 — I'aymenis to Contractar and Completion .................................................................................... S2
14.01 Sched�ile of Values ......................................................................................................................52
I4.02 Progress Payments ......................................................................................................................52
1A�.03 Contractor's Warrantyo�Title ...................................................................................................54
14.04 Partial UtiIization ............ .............................,....................................,...,....................,................55
14.45 Final Inspection ........................................................................................................................... SS
14.06 F'irial Accepta.nce ......................................................................................................................... 55
I4.D7 �`inal Payrnent ..............................................................................................................................56
14.0$ Final Completion Dela�ed and Partiai Ratainage Release ........................................................ Sb
14.09 Waiver af Claims .......� ................................................................................................................ S7
Article IS — Suspension of Work and Terminatian ........................................................................................ 57
15..OI City May Suspend Work .............................................................................................................57
15.02 City May Tern�inate for Cause .......� .........................�...,......,............,...........,............,...,........,...58
I5.03 City May Ter�►inate For Con�enience .......................................................................................60
Articlel6 —Dispute Resolution. ......................................................................................................................61
16.01 Methods and Procedures ...........................................................................................................�.61
CITY OP CORT WQRTH
STANDARDCDNSTRUCTION SPECIF[CATION DOCIJNLENT5
Reviai on: 8�23/1A21
Article17 — Miscellaneaus ..............................................................................................................................62
17.01 Giving Notice .............................................................................................................................. 62
17.Q2 Co�nputation ofTimes ................................................................................................................62
17.03 Cumulative Remedies ................................................................................................................. 62
17.04 Survival of Obligations ............................................................................................................... 63
17.05 Head'mgs ......................................................................................................................................63
CITY OF FOR1' WORTH
STt11�IDARI7CON5TRUCTION SPECiF[CAT[OT� QOCUMENTS
Aevision: 823/1021
007200-1
GENERA.L CONQITION 5
Pa$e l nf 63
ARTICLE 1— DEFIlVITIQNS AND TERMINOL4GY
1.01 Defined Te�rns
A. Wher�ver used.in f,hese General Gonditions or in other Contract Documents, the terms listed beIow
har�e the meanings i�dicated which are applicable to both the singular and plural thereof, and
wards denoting gender sha]I include the rnasculine, feminine and neuter. Said terms are �enerally
capitaIized or written in italics, but not aIways. When used in a context consisten.t with the
definition of a listed-defined term, the tenn shall have a meanmg as defined belaw whether
eapitalized or i�alicized or otherwise. In addition to ferms spec�'ica�ly defined, terms vvith initial
capital �etters in the Contxact Documen.is include referenc�s to Identified articles and paragraphs,
and the ti�les o� other doculnents or farms.
Addenda—Written or �aphic instruments issued priar to the opening of Bids which clar�'y,
correc�, or changa the Bidding Requireznents or the pro�ased Cor�t�•act Documents.
2. Ag�eeme�t—The written instrument which is e�idence of the agreement between City and
Contraciar co�ering t�e Wark.
3. Applicatron far Payment—The form acceptable tn City �vhich is to be used by Contractnr
during the course af f,he Wo��k in requesting progress or %naI payments and �hich is to be
accampanied by sucf� suppoxting documentation as is requieed by the Contract Dacumen�s.
4. As�estos Any tnaterial thai contains more than one percent asbestos and is friable or is
releasic�g asbestos fibers it�to the air abave current action Ievels established by tk�e Unit�d States
Occupational Safety and Health Ad�ni�istratiora.
S. Awa�d — Authorization by the City �nuncil for the City to enter into an Agreement.
b. Bid--The offer or proposal of a Bidder submitted on the prescribed form setting forth the
priees far the Work to be performed.
7. Bidder—The individual or entity who suhmrts a Bid directIy� to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Dncuments
(including all Addenda).
9. Bit�dingRequirernents—The advert�sement or Invitation to Bid, Instrraetions to Bidders, Bid
securiry of acceptable form, if any, and fhe Bid Form wzth any supplements.
1�. BusinessDay—A business day is defined as a day that the Ciry cnnducts narmal business,
generaily Monday tk�rough Friday, except for federal or state holida�s abse�ved by the City.
I1. CalendarDay —A day consisting of 24 hours rneasured from midnight to the na� rnidnight,
C1TY OF FORT WOATH
5T/tNDARDCONSTRUCTION SPECIFICATION DC?CL)MEIV'I`5
Revlsian &2361021
067200-1
CEN�RALCON�fTION 5
Page 2 oF 63
12. Change Orde�—A document, whic� is prepared and approved by the City, which is signed
by Contractor and City and aut�orizes an additian, deietion, or revi�ion in the Work or an
adjustmez�t in the Con�ract �rice ar the Contract T'vnc, issued on or after tk►e Effective Date
af the Agreerraent.
13. Crty— The Ciry of Fort Worth, Texas, a home-ruie nnUnicipaj corporation, authorized and
chartered und�r tha Texas State Statutes, act�ng by its governing body through its Czly
Manager, his designee, or agents authorized under his behal£, each of whick� is required by
Charter to perform sp�cif'ic duties with respo�sibility for final enforcement of the contracts
invalvirig the City of �'ort Worth is by Char��r �ested in th� City Manager and is the antity
with whom Cantraetor has er►tered into ti�e Agreement and ior whom the Work is to be
performed.
14. City Attorney - The afficiaUy appoiu�ted City Attorney of the City �f Fort Worth, Texas, or
his duly authorized representative.
1 S. City Council - The duly elected and qualif'ied go�erning bociy of the City of Fort Worth,
Texas.
16. City Manager - The officially appointed and authorized City Manager of the City of Fart
Worti�, Te�ca.s, or hi� d�Iy authorized representative.
17. Conlract Claim—A demand or asseriion by City ar Cantractor seeking an adjustinent ,of
Contract Price o� Coniract Time, or hoth, or other relief with respect to the terzns of the
Contzact. A demand for mor�ey ar services by a third party is not a Contract Claim.
18. Cant�cxct—The eniire anc� integrated w+ritten doeument between the City and Cnntractor
concerr�ing the Work. The Contract conta.ins the Agreement and all Contrac� Docurnents and
supersedes prior negotia�ions, repreaentations, or agreernents, whether uvritten or oral.
I9. Cont�act Documents—Those items so designated in the Agreernent. All items listed in the
Agreement are Contract DocUn:�ents. Approved Submittals, other Contractor submitta�s, and
the reports and cirawings of subsuz�face and physical coneiitions are not Cflntraet Documents.
20. Cont�act Price—The moneys payable by Ciry to Contractor for completion o� the Work �n
accorda.nce with th� Contract Documents as stated in the Agreement (subject tc� the provisions
of Paragraph I 1.03 in fihe case of Unit Price Work).
21, Contract Tirns The number of days or the dates stated in the Agreement to: (7 achieve ,
Milestones, i� any and (ii) complet� the Work so that it is ready far Fina� Acceptance.
22. Contracto� The individual or entiry with whom City has entered into the Agreement.
23. Cost of the Wr�rk—See Paragraph 11.01 oithese General Conditions far defiriiiion.
CITX OF FORT WORTH
STANDARDCON5TRIICTlON SP�CiFICATiON DOCLIM�NTS
Revision: &23I�D21
007200-I
G�HERAL CONO ITION S
Page 3 of 63
2,4. Darrtage Clainzs — A demand for maney or services arising from the Praject ar Sit� from a
third party, Ciry or Contraciar exclusive of a Contract Claim.
2S. Day or day—A day, unless otY�erw�se defined, shaIl meana Calendar Day.
26. Director of Avration — The off'icially appoi�ted Dire��or of the Aviation Depa.t�trnent of tlie
City of Fort Worih, Te�s, or his dUIy appointed repr�senta�ive, a�sistant, or agents.
27. Director of Pa�ks and Corrrmunity Services -- The officially appointed Directar o.f tha Par16
and Comtnu�ity Setvices Dapartrnent of the City oF Fa.rt Warth, Texas, or his duly appointe d
represer�tative, assistant, or agents.
28. Director of Planning a�d Develo�ment — The of�cially appoirated Director af the Plarmir�g
and Deve�opment Departtx�ent af th� Cily of Fort Worth, Texas, or his duly appointed
representat'rve, assistant, ar agen�s.
29. DirectoN of Transpo�tation Publac Works — The officiaRy appointed Direcfior of the
Transportation Public Wo.rl� Departinent oi the City of Fort Worth, Te�as, or his duly
appointed representaiive, assistant, or agents.
30. Director� of Wate� Department — The officially appoinied Director of the Watec Departtnent
of the City af Rort Worth, Texas, or his duly appoint�d representativ�, assistant, or agents.
3I. Dr�a7ving� That part of the Contract Dvcutr�ents prepared or approved by Engineer which
giraphically shaws tha scape, extent, and character ofthe Workto be performedby Contractor.
Subinittals are nat Drawings as so defined.
32. Effective Date of ihe Agreement The date indicatad in the Agreement on wl�ich it becornes
eft'eetive, but if no such date is indicated, it cneans the date on which the Agreemeni is signed
and delivered by the last of the two parties to sign and deli�er.
33. Enginecr The licensed professional engineer or engineeru�g �'u'm registered in the State of
Te�as performing professional services far the City,
34. �ctra Work — Additianal work made necessary by chan,ges or alterations nf the Contract
Documents or of quantities or for other reasons for which no pricas are provided in t�e Contract
Docunr�ents. Extra work sFaall be part of the Work.
35: Fiel�l �rder—A written order issued by City w.hich requires changes in the Work but which
daes not involve a change in t11e Contract Price, Contract Time, qr the intent nf the Engineer.
Field Orders a�•e paid from Field Order Allowances incorporated into the Contract by funded
work type at the tirr�e of award.
36. Firaal Acceptance — The written notice given by the City to the Contraotoc tk�at the Work
specified in the Contract Documents has been campleted to the satisfaction of tlze City.
CITY OF FOR'I" WQ[tTH
STANUARDCf}NST&IICT[ON SPECTFfCATION DpCUdvIENTS
l�evi sion: 81Z3l�021
aa�2oa-�
GEN�RALCON�lTION S
Page 4 aE 63
37. Final Inspectian — Inspection carried out by the City to veri�y that the Contractor has
campl�ted the Work, and each and every part or appurtenance thereof, fully, entirely, and �n
conformance w�th the Contract Documents.
38. Generad �equiNements—Sections of Division 1 of the Contract Docunnents.
39. HazaNdous Environmental Condition— The presence at the Site of Asbestos, PCBs,
Petro�eum, Hazaa�dous Waste, Radioactive Material, or otl�er materials in such quantities or
circu�tances that nnay preseni a substantial danger to persons or properiy exposed thereto.
q�0. Hazardous Waste Hazardous waste is defined as any salid waste listed as hazardaus or
possesses one or more hazardous character�stics as defined in the federal waste regulations,
as arriended from tune to tiyne.
41. Laws and Regulatro�as—Any and all applicable laws, rules, regulatians, ordinances, cades,
and orders of any and a11 governmentai bodies, age�cies, authorities, and coUrts hav�ing
juri�diction.
42. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
43. Maj or Item -- Ar� Item of work included in the Contract Docuzx�.ents that has a total cosi equal
to ar greater ihan 5% of the original Contract Price or $25,000 whichever is less.
44, Milestone A principal event specified in the Contract Docu�ment� re�ting to an intexmediate
Contract Tirne prior ta Final Acceptance of the Work.
45. ll�otice af Award The written notice by City to the Successful Bidder statirag that upon
timely compliance by ti�e Succassful Bidder with the conditions precedent listed therein, Crty
will sign and deliver the Ag�reement.
46. Noiice to Prnceed—Awri�tennotice given by City to Contractor f�ing the da�e on which ihe
CQntract Tun� will commence to run and on which Cant�•actar si1a1� start to perform the Warlc
specif"ied in Cantract Documents.
47. PCBs--�'olychIarinated biphenyls.
48. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperafure and prassure (60 degrees Fahrenheit and 14.7 pnunds per squar�
inch absolute), such as ail, petroleum, fuel oi�, oil siudge, oil refuse, gasolina, kerosene, az��!
oi� m�ed with other non-Hazardous Waste and crude oils.
49. Pians — See definition of Drawings.
CITY OF FQRT WOR'iH
ST.4NDARDCO1d37AUCTION SPEC[F'ICATION DOCUM�1'1'�5
Revision: 8R3�2CI21
oo�zoa-�
G�NERALC4N�ITIONS
Page S af 63
50. P�ojeet Schedule—A scheduIe, prepared and maintained by Contractor, in accordance wrth
the General Requirements, c�escribing the sequence and duration o� the activities cd�nprising
the Contractor's plan to accompllsh ti�e Wark wzihin the Contract Time.
51. Praject—The WorIcto be pez-formed under the Contract Docun:ients.
52. Prr�jectManage�=The autnoriz�d repc•esentative of the Ciry who will be assigned to 1he
Srte.
53. Public Meeting — An announced meeting conducted by the City to facilitafie pubIic
participation an.d to assist the public in gaining an infarmad view af the Project.
54. Radioactive Mcrterial Source, special nuclear, or byproduct mater�al as defined by the
Atomic Energy Act af 1954 (42 USC Section 2011 et seq.} as atnendad from tinne to time.
5�, Regula�^ Working Hor.trs — Hours beginning at 7:Q0 a.m. and �nding at 6:00 p.m., Monday
thru Friday (excluding 1ega1 ho�idays).
56. Sasnples—Physical examples af materials, equipment, ar worlcmanship that are
r�presentative of �ame portion of the Work and whicI� establish the standards by which such
portion of the Work will be judged.
57. Schedule of Subrnitt�als A schedule, prepared and rr�aintained by Con�ractor, o� required
s�ab�nittals and the tit�ae requirements to suppnt`t scheduled performance of related construction
activities.
SS. Schedule of values—A schedule, pzepared and maintained by CantractoY, allocat�g portions
of the Contract Price to varioUs portions af the Work and used as the basis far reviewing
Cantractor's Applications for Pa�ment.
59. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
�vhich the Worlc is to be perfnrmed, irtcIuding rigY�ts-o� way, permits, and easements%r access
thereto, and such other Iands iurnished by City which are d�sigiated far the us� oiContractor.
60. Specificatiorrs—That part of the Contract Documents consisting of written requirennents for
mafierials, equipment, systems, standards and worlcmanship as applied to the Work, and eertai�
admina�trative requirements and procedural matters applic�able thereto. Speci�cations may be
speci�cally made a part of the Contract Documents by attachment of:, if not attach�d, may be
incarporated by reference as indicated in the Table af Cont�nts {Division 00 00 00} o:Feach
Project,
61. Subcontractar—An individ�al or entity having a direct contiract with Contractor ar with any
other Su6confractor for the perfnrmance of a pari of the Wark at the Site.
CI`CY OF FQRT WOfZTH
STAN1]ARDC�AS57'RUCTION SPECIFIC,STIqN IJOCLJMEF�TS
R�vision: 8n3I2p21
oa�zoo-i
GENERALCflNDITIONS
Page 6 of 63
62. 5ubrrtittcrls Al! drawalgs, diagram�, ill.ustrations, schedules, and other data or informatzan
which are speci�cal�y pxepared or asseinb�ed by or for Con�ractor and submitted by Contractor
to illustrate some por�on of the Work.
63. S`ubstantial Completion — The sta.ge in the progress of �he Project when the Work is
sUfficiently complete in accordance with the Contract Documents for FinaI Inspection.
6�. Success,fr,rl �idder The Bidder submitting the iawest and mast responsive Bid to wham City
makes an Award.
65. Superinte�adent-- The repres�n�a.tive of th.e Contractar whQ is available at ail times and able
io receive instructions fronn the City and to act for the Contractor,
66. Supplementary Conditions—That part of the Contract Dacuments which amends ar
supplements these GeneraI Conditions.
67. Supplie�—A �nanufaciurar, fa4�ricator, supplier, di�tr�butor, materialrnan, or vendor hav�g a
direct contract with Contractor or with any Subcontcactor ta furnisla rnaterials or equipment
to be incorparated � the Work by Cont�actor or Subcan�ractor.
68. Undergrnund FacilitiEs—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other sucl� facilities or attach�ments, and any encasements
containing such facilit�es, includitag but no� Simited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other commUnications, cable telev�sio�,
water, wastewater, sto�n water, other liguids or chemicals, or traffic or other control systerns.
69 UnitP�ice T�ork—See Paragt'ap� 11.03 of these General Cond�ions for defr�ition.
70. Weekend WarkingHaurs—Hours beginn�g at 9:00 a.m. and ending at 5:00 p.rn., Saturday,
Sunday or �ega! holiday, as appror�ed ir� ad�ance by the City.
7I. Work The entire consiruction or the various separately identifiable parts �hereof required to
be provided under the Contract Documents. Work inclucies and is the result of performit�g or
providing all labor, services, and documentatinn necessary to produce such construction
rncluding any Change Order or Fie1d Order, and furnishing, installing, and incorporating a11
maferials and equi�ment irito such construction, all as required by tl�e Contract Docurnents.
72. Working Day — A working day is de�'u�ed as a day, not ir�cluding Saturdays, Sundays, or legal
hoiidays authorized by the City for contract purposes, in which w�ather or other conditions
not under the controI of the Cantractor will pernvt the performanee of'tl�e principal unit of
work underway for a continuous period o�not less tt�an 7 hours between 7 a.m. and 6 p.m.
1.02 Terminoiogy
A. The vUords and terms discussed iri Paragraph 1.02.B through E are not def�ned but, when Used in
the Bidding Requirements or Contract Documents, have the indicated nnea�g.
B. Intentaf Certain Terms orAdjectives:
G1TY OF FaRT WORTH
5TAhTUARDCONSTRIICTION SPECIFICAT[ON DOCUM�NTS
[ievision: 823J1021
a072D0-1
GENERALCON�ITION S
Page 7 of G3
1. The Contract Docuznents include the terms "as aIlowed," "a� approved," "as ordered," "as
directed" or terms of l�ce effect or import to authorize an exercise of judgrrzent by Gity. In
addition, the adjectives "reasonable," "suitable," "acceptable," `�roper," "satisfactory," or
adjectives of like effect or import are used to describe an act�on or determination of City as ta
the Worlc. It is intended that such exercise of professional judgment, action, or determination
will be soIely ta svaluate, in general, the Wark far• compliance wiih �he information in th�
Cantract Documents and with the design concept of tbe Praject as a functianir�g whole as
shown or indicated in the Cantract Dociunents (unless thera is a specific staternent mdicating
otherwise).
C, Defective:
1. The wnrd "defect�ive," wnen modifying the word "'L�ork," refers to Wark that is
unsatisfactory, fauity, ar deficient in that �t:
a. does not co�nform to tI�e Contract Documents; or
b. does not meet the requirernents of any applicable inspection, reference standard, test, or
approval refe�red ta in the Can�•act Documents; or
e. has baen damaged prior to City's written acceptance.
D. Turnish, Inslall, Pe�form, Provide:
I. The word "�'urc�ish" or the word "Tnstall" or ih� ward "Perform" Ol' �10 WQI'C� "Pro�ide" nr
the ward "Supply," ar any coxn.bination or similar directive or usage t,hereof, shal� mean
furnisl�ing and lncorporating in the Work includin�g all nec�ssary labor, nriaterials, equipinent,
and everything necessary ta perform tf�e Woz•lc indicated, �anless spec�cally limi�ed in the
context used.
E. Unless stated otherwise in the Contract Documents, wards or phrases that have a well-lcnown
iechnical or construction industry or trade meaning are used 'm th� Contract Documenis in
aceordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
Czty shall fUrnish to Contractor one (1) ariginal executed copy and one (1) electronic copy of the
Contract Dociunents, and four (4) additional copies af the Drawings. Additianal copies will be
iurnished upon request at the cost of reproduetian.
2.02 Comr�zencement of Contrc�ei Tiryre; Nofrce to P�oceed
The Contract Time will camrnenca to run on the day indicated in the Notice to Proc�ed. A Notzce to
Proceed may be given na earlier than 14 days after the Eff�ctive Date of the Agr��ment, unless agreed
to by both parties in writing.
CTI'Y QF FORT WORTT3
STANDARDCONSTRUCTION SPECIFICATIOIV IJOCUMENTS
Itevision: ff23/3Q21
pD7200-1
GENERAL CONDfTION S
Page 8 of G3
Z.03 StLaNlii2g the WOrk
Contractor shall start to perfortn the Work an the date when the Contract Time commences to run.
Na Work shall be done atthe Site prior to the date on which the ContractTinne corrunences to run.
2.04 Before StartingCorrstr�tciion
Baseline Schedules: Submit in aecordance w�h the Conlract Docurnents, ar�d prior to starting the
Wark.
2.05 Pr�econst�uction Conference
Sefore any Work at the Site is started, the Cantractor shall attend a Preconsi�uction Canference as
speciF'ied in the Contract Dacuments.
2.06 Public Meeting
Coniractor �nay not mobilize any equipment, materia�s or resourcas to the Siie prior to Contractor
attending the Pub�ic Meeti�g as scheduled l�y fhe Cit�.
2.07 Initial Acceptance ofSclzedules
No prog7ress payment shall be rnade to Conlractar until acc�ptable schedules are submitted to �ity in
accordance with t�e Schedule Spec'rF'�cation as provicfed iri tile Contract Doc�ments.
t�RTICLE 3— CONTRACT DOCLJMENTS: INTENT, AMENDING, REUSE
3.01 lntent
A. The Contract Documents are complementary; what is required by one is as b�nding as i� requiured
by all.
B. It is the intent of the Conf�'act Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contract Documents. Any labor, documentation,
s�rvices, materials, or equipment t�at reasonably may be inf'erred from �he Contract Documents
or from pre�aiiing custom or trad� �sage as 6eing required to pradace the �ndicated resuit wi� be
pro�ided w4�ether or not sp�cif"ically caUed far, at no additional co�t to City.
�. Clarif'ications and interpretatinns of the Contract Docwnents shali be issued by City.
D. The Specif�ications may vary in %rm, farmat and style. Son�e S�ec�cation sections may be written
in warying degrees of streamliried or declarative style and some sections �nay he relatively
narrative by comparison. Omissian of such wards and phrases as "the Contractor shall," "in
conformity wi�h," "as shovvn," or "xs speci€'ied" are intentiozaal in streaxnlined sections.
Omitted words and phrases shall be suppfied by inference. Sin�ilar types of provisions may appear
in variaus parts of a section or articl�s within� a part depending on the farmat of the
C1TY OP FORT WORTH
STANI7ARDCONSTRUCTION SPECiFiCATION DOCLTMENI'S
Revisiou: 82�]
ao�zno-i
GEfVERAL CC�NpITiON S
Psga 9 of &3
section, The Cont�actor shall naf take �dvantage of any variatian of form, format ar style in
malcing Cantt�act Claims.
E, The crass re%rencing of specification sections �nder the subparagraph heading "Re�ated
Sections include but are not necessarily limited to:" and elsev�there within each Specifcation
sect�on is provided as an aid and canveniance to the Contractar. The Contxactor shall not rely on
the crass referencing pravided and shall b� responsible to coard'u�ate the antire Worlc under the
Contraci Doc�am�nts and pravide a complete Project e�*hether or not the cross referencing is
prnvided in each seciion or whether or not the cross referencinig is complete.
3.�2 RefeNence Standar�ds
A. Standards, Spcc�ications, Codes, Laws, and Re�ulations
l. Reference ta stanclards, specifications, manuals, or codes o#'any teohnical society, organization,
or assaciation, or to Laws or Regulations, whether suchreference be specif"ic ar by unplication,
shall t�nean tne stanclard, speci�cation, �nanual, code, or Larvs or Regulations in ef#'ect at the
tune of opening of Bzds (or on the Effective Date of th� Agreement if there w�te no Bids),
except as may be other�vise specifically stated in the Con�ract Documents.
2. No provisian of any such standard, specification, man�aal, or code, or any instructzan of a
Suppfier, shall be effecti�e to change the duties or responsi6ilities of City, Contxactor, �r any
of �heir subcontraciors, cans�aitants, agents, or �mployees, frozz� those set fort� it�. the Contract
Documents. Na such provision or instruction shall be effective to assign to City, or any af its
officers, directors, metnbers, pariners, employees, agents, consuliants, or subcontractors, any
duty or atathority to supervise or direct the performance af the Work or any duty or aUthori�y
to und�rtake responsbility iriconsistent with the prov�sions af the Contract Docunnents.
3.03 Reporting and ResalvingDiscrepcancies
A. I2eporting Discrepancies:
1. ContNacto�^'sReviewofCont�actDocu�rrentsBeforeStartingWo�k: Before undertaking each
part of the Worlc, Contractor shaIl carefully st�idy and eompare the Cantract Documents and
checic and verify pertinent figures therein against all app2icable field rneasuremenis and
conditions. Contractor shall promptly r�port in writir�g to City any conflict, err�r, ambiguiiy,
or discrepancy vvhich Contt-aetor discovers, or has act�aal knowledge o% and shall obtain a
written interpr�ta�ion or clarification frorzi City be%re proceeding with any Work �.f%cted
thereby.
2. Cont�actoY's Review of Contract Docurrtents DuringPerfn�mance of Work: If, during the
perfarmance of the Work, Cantractar discovers any conflict, error, ambiguity, or discrepancy
�vithin the Contract Docurr�ents, or between the Contract Documents and (a) any applicable
Law ar Regulation ,{b) any standard, speci�fication, manual, or code, or (c) any instruction of
any Suppliar, then Contracior shall promptly r�part it to City in writing. Contraetor shall not
proceed with the Wark a�fected thereby (except in an emergency as required by Paragraph
cl�rY or ro�T woR�
STANDARDCON9TRiJCTION SPECIPICAT[OlV bOCUMENTS
12evision: �iQ31z02]
oo�zoo-�
GENERAL �9NL71TION 5
Page 10 of 63
6.17.A) uniil an a�nendment ar supplement to the Contract DocLunents has been issued by
one of tlie methods indicated in Paragraph 3.04.
3, Cantractor shall nat be l�able to City for failure to repor� any conflict, error, aznbigUity, or
discrepancy in the Contract Documents unless Contractor had actual knawledge thereaf.
B, ResolvingDisc�epancies:
l. Except as may be otherwise specif'�cally stated in tk�e Contraet Documents, thc pravisions of
the Contract Documents sl�all take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the prouisians af the Cflntract Documen�s and the provisions of any
standard, specification, manual, ar the instruetion of any Su�plier (whether or nat specif'ically
incorporated by reFerence in th� Contraet Dacuments).
2. �n case of discrepancies, �gured dim�nsions shall gavern over scaled diz�ensions, Plans s�all
govern aver Speci�£'ications, Suppleraentary Conditions shall go�ern over General Conditions
and Speciiications, a�d quanti�ies shown on the P lans shall govern over those shown in the
propasa�.
3.04 Amending and Supplementing Canti^aciDocuments
A. The Contz-aet Docurrients may be amended to provide %r additions, deletions, and revisions in
the Work or to modify the terms and conditions thereaf by a Change Order.
B. The cequirernents of the Contract Documents may be suppkemen�eci, and minor variations and
deviations in the Work not involving a change in Contract Price ar Cont�ract Ti�ne, naay be
autharized, by one nr more af the followi�.g ways:
1. A Field Order;
2. City's revie�+ of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretatian ar clar�cation.
3.05 Reuse of Docunaents
A. Contractor and any Subcontractor oar Supplier shall not:
l. have or acquire any trtle to or own.ership rights in any of the Drawings, Specificat�ons, or
oth:er documents (or copies of any thereofl prepared by or bearuag the seal of Engineer,
including electronic media ed'ztians; or
2. reuse any such Drawings, Specif'ications, other documents, or copie5 thereof on e�ensions of
the Project or any other project without written consent of Cit� and spec�fic written veritication
or ad�ptation by Engineer.
CITY OF' FORT WORTH
STANDARDCONSTRlICT10N SPECIFICATION DOCUMEi`IT5
Revision: 8/]_�1
0072Q0-I
GEN�RALCANDITIONS
Page 11 nf 63
B. The prohibi�ions of this Paragraph 3.05 wi�. surviv� final payment, ar termination of the
Contract. Nothing herein shall preclude Contractor fra��n �•etainirtg copies of the Contrac�
Dacunnents for record purposes.
3.06 Electt�anrc Data
A. LTnless otherwise stated in the Supplementary Canditions, the data furnished by Crty o�r Engineer
to Contractor, or by Contractor to City or Engineer, that may� be relied upon ara litnited to the
printed copies inc[uded in the Contract Documents (also known as hard copies) and ather
Specif�cations r�ferenced and located an the City's on-line electronic document management and
callaboration system s�e. Fil�s in electronic media format of text, data, graphics, ar other types
are furnished only far the convenience of the receNing party. Any conclusion or infozrnation
obtained or derived from such electronic files will be atthe user's sole risk. Ifthere is a discrepancy
batween the electranic files and the hard copies, the hard capies govern.
B. When fransferring daciunents in electronic media �onnat, the irans%rring party rnakes na
representations as to long term compatibilit.y, usabiIity, or readabiliiy of documents resulting froin
the use of software application packages, operating systems, or computer hardware differir►g from
those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LAND�; SUB�URFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 AvailahilityofLands
A. City shall furnish the Site. City shaIl notify Contcactor of any encumbrances or restrietions not of
general application but speci�cally rela.ted to use of the Site with wkuch. Contractor must comply
in p�rforming the Wark. City will obtain in a timely manner and pay far easements forperrnanenfi
strucfures or permanent changes in existing faciIities.
I. The Cfiy has obtained or anticipates acquisition of and/or access to r�ghi-of-way, and/ar
easements. Any autstanding right-af way and/or easements are antieipated to be acquired in
accordance with tha schedule set forth in �h� Supplerz�entary Conditions. The Project Schedufe
submitted by �he Cotltractar in accardance with the �ontract Documents must consider any
outstandi�g right-of-way, anc�/ar eas�ments,
2. The City has or anticipates removing and/or reloeating utilit7ies, and obstructions to ih� Site.
Any outstanding rezn.oval or relocation of utilities or abs�ructions is anticipaied in aecordance
with the schedule set farth in the Supple.mentary Condition�. The Project Schedule submitied
by the Coni�-actor it� accordance with the Contract Documents must consid�r any outstanding
utilitiss ar obstructions to be eemoved, adjusted, and/or rel�cated by others.
B. Upon reasonable yvritten request, City shall furn�sh Contractor with a curnen# statement af recard
legal title and legal description of the lands upan which fhe Work is ta be performed.
CITY QF FORT WORTH
STANI3ARllCONSTRUCT[ON SPECIF[CATTON DQC[JME�ITS
Revisian: 82�f2021
oo�zoo-i
GE�[ERALCON�1TlON S
Page ]2of63
C. Cont�actor shall pro�ide far all add�tinnal lands and access thereto that may be required far
canstruction facilities or storage of naaterials and equipinent.
4.Q2 Subsurface and Physicai Conditions
A. Repo�ts a�d Drawings: The Supplementary Conditions identify:
1. those reports �own ta City of exploratians and tests of subsurface conditions at or
contiguous to the Site; and
2. those draw�gs known to City of physical conditions relati�g to existing surface ar
su6surface struciures at the Site (except LTnderground Facilities).
B. Lrmited Reliance by ContYactor an Techniccal DataAuthorized: Contractor may rely upon tlie
accuracy of the "t�chnical data" contained in such reports and dravvings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the SuppIamentary
Con.ditions. Contractor may nat make any Contract C�aim against City, ar any af their affcers,
directors, members, partners, employees, agents, consultants, or subcontz'actors with respect to:
1. the completeness of such reports and dra�vings for Contractor's purposes, including, but not
l�n�ed to, any asp�cts of the means, meth.ods, techniques, sequences, and procedures of
canstruction to be employed by Contractor, an.d safety precaut�ans and programs incident
thereto, or
2. other data, interpretation�, opmians, and information contained in such reports ar shawn or
indicated in such drawings; or
3. any Contractor iriterpretatian of or conclusion drawn from any "technicaI daYa" or any such
other data, �tarpretations, opinions, or info�enation.
4.03 DifferingSubsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface ar physical condition that is ur�covered or
re�+ealed erther:
1, is of such a natur� as to establish ihat any "technicaI data" an which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate, or
2. i� of such a natura as tfl require a cl�ange in the Contract Documents; or
3. differs materially frorn ihat shown or indicated �n the Contract Documents; or
4. �s of an unusual nature, and differs materially �ram conditions ordinarily encauntered and
generally r�cogniz�d as inherent in work of ti�e c�ara.cter provided fnr in the Contract
Dacuments;
CITY OF FORT WO1tTH
STANRARDCONSTRUCTION SPECIFICAT[�N dpCidNfE1VT8
Revision: 8�13/1(IZl
oo�zoo-�
��NERa�.coNoiTioNs
Page 13 of b3
then Contractor shall, promptly after becorning aware thereof and before further disturbing the
subsurface or phys.ica� conditions or performing any �Iork in connection therewith (except in an
emergency as required by Paragraph G.17.A), notify City in writirig about such condition.
B. Possible Pr.ice and Time Adjustments
Contractor shalI not be ent�;led to any adjustment in the Contract Pric� ar Confraet Time if:
l.. Contractor kne`u of the existence af such conditions at the time Cotatractar made a final
commitment to City with respectto Cantractl'rice and Contract Tirn.e by the submission of a
Bid or becoming bound under a negaiiated can�ract; or
2. the e�iste�lce of such condition could reasanabiy have been disca�ered or re�ealed as a r�sult
of the examinafiion of tk�e Contract Documents or the Site; or
3. Cont�actor failed to give the written notice as re�uired by Paragraph �.Q3.A.
4.04 UndergraundFacrlities
A. Sho�vn ar .Indicated.• The information ar�d data shown ar�dicated in f.he Con�ract Documents
vt�ith respectto existing Underground Facilities at or cnntiguous to the Site is based on information
and data furnishec! to City or Engineer by �Yie owners of sucI� Llnderground Facilities,
including City, or by others. UnIess it is atherwise expressly prnvided in the Supplementa ry
Conditions :
1, Ciry and Engineer shall not be responsible for ihe accuracy ar comple��ness af any such
information ar data provided by others; and
2. the eost of all of fhe falIowing wi�l be includad in the Gontxact Price, and Contractor shall
ha�e full r�sponsibili�ty far:
a. reviewing and checicing all such ii�.f'ormation and data;
b. locatir�g aIl Underground F'acilities shown or indicated in the Contract Documents;
c. coordizlation anc� adjustrnent of the 'Work with ihe owners of �uch Underground
�`acilities, incIud�g City, during construction; and
d. the safaty and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. NotShotiun or Indicated.�
1. If an L7ndergrounc[ Facility which confilicts with the Work �s uncovered or revealed at or
COI1ttg[]pi]5 to the Site which was not shown or indicated, or not shown or indicated with
reasonabla accuracy iz� the Cnniract I]ocurnents, Contractor sha�l, promptly after becoming
aware thereof an.d before fur�her disfurbing conditions afFected thereby or performmg any
C1TY O�' FORT IVOKTH
ST�NDAR[]CONSTRtICTION SPECIF[CATION DOCUMENTS
[�evisian: 82iJ1Q21
oo�2ao-�
G�NERAL CAN�ITION 6
Page 14ofU3
Work in connection therewith (except in an emergency as requ�red by Paeagraph 6.17.A),
identify the awrrer of such Undergcaunci Facility and give notice to that awner and to City.
City wi� review the discovered Undergraund Facility and det�t-�nine the exfient, i� any, ta
which a change may be requireci in the Contraet Documen.ts to r�flect and dacumenr the
consequences of the e�tence or �ocation of the Underground Facility. Contractor shall be
responsible fnr the safety and protectinn of such d�scover�d Underground Facility.
2. If Ciry cancludes that a change in fhe Contract Docutx�ents is required, a Change Order may
be issued to reflect a.nd docwnent such conseqUences.
3. Verification of existing utilities, structures, and service Zines shall �nclude notification of ali
ut�lity compa�ies a minunum of �48 hours in advance of canstr�ction including exploratory
excava�ion i£ necessary.
4.05 Reference Points
A, City shall pro�ide engineering sU�rveys to establish reference points for construction, which in
City's jwdgmeni are necessaryto enable Gantrac�or to proceed vvith fihe Work. City will provide
construction stakes or other customary methad of marking to establish li�e and grades for roadway
and uti�ity construction, centerlines and bencilmarks for bridgevvark. Cantraetor shall protect and
pre�erve the established reference points and property zxi.onuments, and shall xnake no changes or
re�ocations. Cantractar shall repart to Cily whenever any reference poirit or prope�rty monument is
lost or destt�oyed or requires relocatian because of necessary chan:gas iri grades or Focations. The
City shall be r�sponsible far the replacement ar relocat�on of reference points ar praperry
monuments not carelessly ar wi.11fully destroyed by the Cantractor. The Contractor shall notify
Cily in advance an.d with suificient time to avoid deIays.
B. V�henever, in the opinion of the City, any reference point ar monu�nen� has been carelessly or
�villfully destroyed, d�sturbed, ar removed by the Contractor or any of his employees, the full cast
for replacing suck� po�fis plus 25% will be charged against ihe Contractor, and the full amount will
be deduc�ed from payment due the Contractar.
4.06 Hazardr�us E'nvironrraental Conditaan at Sate
A. Reports and Drawings: The Supplementary Conditioris identify those reports and drawings known
ta City relati�g to Hazardous Environmental Cor�ditions that have been identiffed at the Site.
B. �imited Reliance by Contractor on Technical Data Autharized: Contractor may rely Upon the
accuracy of the "tecIu�ca1 data" contained in such reports and dravwings, but such reports and
drawa�gs are not Coz�tract Documents. �uch "technical data" is identified 'm the Supplementary
Conditions. Contractar may not make any Cantract Claim against City, or any of #he�r officers,
directors, members, partners, employees, agents, cansulkants, or subcontractors with respect to:
1. the completeness af such reports anci dravvings for Conhactor's purposes, including, but not
�imited to, an.y aspects of �he means, methods, techniques, sequences and procedures of
CITY OF FORT WORTH
STANDARDCONSTH[1CTfON SPECiFICAT[ON DOCLiN�ENT3
ftevision: 8123(1021
ao�zoa-i
G�NERAL COND ITIDN S
Pa$e l 5 of fi3
construction to be emplQyed by Conixactor and s�afety precautions and programs incident
thereto; or
2. other data, in�erpretations, opinians and information contained in such reports or shown or
indicated in such drawings; or
3. any Cantractor interpretation of ar conclusion drawn fram any "t�chnical data" or any such
other data, interpretations, opinions or information.
G. Contractor sha�l not be responsible far any Hazarda�as Environmenfial Cond�tion uncovered or
revealed atthe Site which was not shown or intticated in Drawings or Specifications or identified
in the Cnntract Docurnents to be within the scope of the Work, Contractor shall be respansible far
a Hazardous Enviranmental Condition creaied with any materials brougl�t to the Site by
Contractor, Subcon�ractors, Supplierrs, Qr anyone else for vvhom Contractor is responsi6le.
D. If Contractor encounters a Hazardous Environmental Candition ar if Contractor or anyone for
vuhonn Contracior is responsible creates a Hazardous En�vironmental Condition, Contractor shalI
immediately: (i} sect�re or othervvis� �solate such cond�ion; (u) stop all �arlc in connectian with
such condition and in any area �ffected thereby (e�cept in an emergency as r�quired by Paragraph
6.17.A); and (ui} notify Giry (and promptly thar�after confirm such notice m writing). City may
consider the necessity to retain a qualif"ied expert to evaluate such conditian or take corrective
�ction, i� any.
E. Cont�actor shall not be required to resume War�C in connaction wi�h such condition or in any
affectedarea �antil after Czty has obtained any requirad permits relatedthereto and d�liVered writien
notice to Contractor: (i} specifying tiaat such condition and any affected area is or has been
rendered suitable for the resumptian af Work; or (ii} specifying any special eonditions under which
sucI� Work ma}� be resumed.
F. If after receipt of such written noiice Cnntractar does not agree to resume such Work based on a
reasonable belief rt is unsafe, or does not agree to resurne sueh �Vark under such spccial �onditions,
then Ci�y may order the partion of the Work that is in the area affected by stach condition to be
dele��d from the Work. City may have such deleted portion of the Work performed by City's own
forces or others.
G. To the fi�llest e�tent permitted by .Lcrws and Regulatio�s, Contractor shall indemn� and hald
harmless Ciry, ft�om and against all claims, costs, losses, ana' darnages (includin� butnot limited
to all fees and charges of enganeer�s, aYchitects, attorneys, and ather professianal,s and all cou�t
or aNbit�ation or other dispute resolution costs) arising out of or t�edating ta c� Hc�zardo�as
Environ�nental Condition created by Cont�acto�or hyanyonefarwhom Contractor isresponsible.
Nothan� rn thi;s Pcaragraph 4.06.G shall oblrgc�te Contractor to rndemn� any individual aY entit�
fram crnd against the consequsnces of that indivad�aal's or entity'� ow� neglagence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 da not apply tq a Hazardous Environmental
Condition uncovered or revealed atthe Site.
cir� ar Foxr waR�r�-t
STANDAitDCONSTR[1CTION Si'ECIFICATfON DOCUMENTS
Revisi on: 8�23/2�21
ao�aao-�
Ca�NERAL CON�IiION S
Page 15ofb3
ARTICLE 5-- BONDS AND IN�URANCE
5.01 LicensedSuretiesandln.su�eNs
Al� bonds and insurance requ�ed by the Cont�ract Documents to be purchased and maintained by
Cnntractor shaIl be abtained frorrz sureiy or in�urance cornpanies t.hat are duly Iicensed or authorized
in �he Sfate of Texas to issue bonds or insurance palicies far the limits and coverages so required.
S�ch surety and insurance companies shall also meet such additional raquirements and qualif'ications
as may be provided in the Supplementary Canditions.
5.02 Performance, Payynent, and MaintenAr�ce Bonds
A. Cantractor s�all furnish perfor�nance and paym�nt bands, in accordance with Texas Governnaent
Code Chapter 2253 or successor statute, each in an amount equal tn the Contrac� Price as
securiry for the iaithful performance and payment of all of Contractar's �bli�ations under the
Contract Documents.
S. Contractor shall fikrnish mamtenance bonds in an amount equal to the Cont�act Price as securiry
to protect the City against any d�fects in any partinn of the Work described 'an the Contract
Dncuments. Mamtenance bon.ds shall remain in effeet for two (2) years after t11e date of Finai
Acceptance by tk►e City.
C. All bonds shall be in the form prescribed by the Cont�aci Documents except as provided otherwise
by Laws or Regulations, ar�d shall be executed by such sureties as are r�amed in the list of
"Companies Hold'mg Cartif'icates of Authariry as Acceptable Sureties on Federal Bonds and as
Acce�table Reirisuring Com�anies" as published in Circular 570 (amended) by the Financia!
Managem�nt Service, Surety Bond Bran.ch, U.S. Deparixnent af the Treasury. All bonds signed by
an agent or attorney-in-fact naust be ac�ompanied 6y a sealed and dated power of attorney which
shall show that it is effective on the date the agent or attorney-�n-fact sigr�ed each bond.
D. If tlie surety on any bond furnished by Cantractor is declared bankrupt or becomes �solvent or its
ri�t to do husiness �s termmated in the S�ate of Texas or it ceases ta rneet the requirements of
Paragraph 5.�2.C, Coniractor shall promptly noti#'y City and shail, within 30 days after the e�v�rtt
giving rise ta such notification, provide another bonc� and surety, bot� of which shall corr�p�y wrth
the req�ements of Paragraphs 5.01 and 5.02.C.
5.�3 Ce�tificate.soflnsurance
Contractor shall deliver to City, with copies to each addrtional insured and loss payee identif'ied in the
Supplementary Conditions, certi�cates of insurance (other evidence of msurance reyuestedby City or
any other additional insured} in at least the rninimum amount as spec�'ied in the Supplementary
Condi�ians which Contractor i� requu�ed to purchase and maintain.
l. The certif'icate af insurance shall document the City, and all identified ernities named in the
Supplementary Condrtions as "Addi�ionaj Insured" on all liability policies.
CITY dF F'ORT WORTH
STANDARDCON3TRUCTION SPECIFiCAT[ON DOCUMBNTS
Revision: 8f23IJ�21
00720�-I
GEN�RAL CANDITION S
Page 17 of 63
2. The Contractar's g�neral liability insurance shall in.c�ude a, "per project" ar"per lo�ation",
endorsement, which shall be ident�ed 'm the eertiffcate of insurance provided ia the Ci�y.
3. The certif"icat� shall be signed by an agent �utkzorized tn bind coverage on behalf ofthe insured,
be complefie iri its eniirety, and show cornplete insurance carrier names as listed ir� the current
A.M. Best Property & CasuaIty Guide
4. The �nsurers far all pnlicies must be l�censed and/ar approved io do business in the State of
Te�s. Except for workers' compensation, all insurers �ust have a m.itlirnum rating of A-;
VII in the eurrent A. M, Best Key Rating Guide or have reasanably equivalent %nancial
strength and solvency to the satisfactior� of Risk Management. If the rating is below that
required, wriiten approval of City i� required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Reeoveiy} in iavor
of the Ciry. In addition, the Con�ractor agrees to waive all rights af subro.gation against the
Engineer (if applicable), and each additional insured identified in the S�pplementary
Condiiions
b. Tailure of the Gity to dernand such ce�-tificates or other evidence of full compliance with the
insurance requireinents or failure of the City to identify a deficiency from evidence ihat is
provided shall not be construed as a vvaiver of Cantractor's obligation to maintain s�ch line.s
of ins�rance coverage,
7. If insurance policies are not writien for specif'ied coverage luniks, an Umbrella or Excess
Liability insi.u•ance for any difFerences is requieed. Excess Liability shall fo�ow form of'the
primary coverage.
S. UnIess atherwise stated, afl required insu��ance shall be written an the "occurrence basis''. If
covera.ge is underwriften on a claims-made basis, the retroactive date sha17 �e coincident with
or prior to the date of the effective date of the agreement and i�e certificate of insurance shall
state that th� coverage is claims-rnade and the retroactive date, The insurance ca�erage shall
be mainta'tned far the duration of the Cont�eact and for three (3) �ears fallowing Final
Acc�ptance provided under the Cont�act Doeum�nts ar for the warrantyperiod, whiche�ver is
longer. An annual certifiicate of insi.u•ance submitted to ihe City shall evidence such
insurance co�erage.
�. Policies shall have na exclusions by endorsements, v,rhich, neither nullify ar arnend, the
required lines oi' coverage, nor decrease the ]imits o� said co�ez-age unless sueh endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and tihe
exclusions are determined to be unacceptable or the City desires additional insuranca coverage,
and the City desires the cantraetor/engine�r to obtain such caverage, the cantracti price shall
be adjusted by ihe cost of the premiurn for su�h additional coverag� plus 10%.
10. Any self insured refention (SIR), � excess of $25,a�a.oa, affecting required insurance
co�v�rage shall be approved by the City in regards to asset value and stockholders' equity. In
CITYOP FOKT WORTH
5'i'A�TDARDCONSTRUCTIDN SPGCIFICATION DOCiIMENTS
Revisivn: 8f23C1D21
oa�zoo-�
GEiVERAL CONDITION S
Page 18 o.f 63
lieu of traciitional i�urance, alternative coverage rnaintained through insurance pao1� or riu�lc
reten�ion groups, rnust also be approved by Crty.
11. Any cieriuctible in excess of $S,a00A0, for any po�icy that does not provide covexage on a
first-doUar basis, must be acceptable to and a�proved by the City.
12, CiCy, at its sole discretion, reserves the right to re�iew the insuirance requiremenis and ta
rr�ake reasonable adjus;xnents to insurance coverage's and theu• limits when deemed necessaty
and prudent by tlae City based upon changes iei statutory ]aw, court decision ar the claims
history of the industry as well as of the cantracting partyto t11e City. The City �haU be required
to provide prior notice of 90 c�ays, and the insurance ad�ustments shall be incorporated in�o the
V4ork by C�ange Order.
13. City shaU be entitled, upon writ�en requ�st and without expense, to recei�e copies of policies
and endarsements thereto and may nnake any reasonable requests for deletion ar revision or
mod�'ications of particular policy terms, condi�ions, limitations, or exclusions necessary to
conform the policy and �ndorsements ta the requirements of the Conl�act. Deletians, revisions,
or �nodif'ications shal! nat be required wl�ere policy pro�isions are established by law or
regulations bindmg upon either party or the uncierwriter on any such palicies.
14. Ci�y shall not be responsible for tl�e direct payment of insurance premium eosts for
Con�ractor's insuranee.
5.04 Contf-actar's �nsuY�ce
A. Wo�kers Compensation and Employers' Liability. Contractor s�iall purc�ase and maintairi such
insuran�e coverage with limits cor�si�tent �vitb statutory benef�ts outlined in the Texas Work�rs'
Compensatian Act (Texas Labor Code, Ch. 406, as arrtendec�, and m.iniinum litnits for Employers'
Liabijity as is appropriate far the Work being perfarmed and as vvill provide protectio� from claims
set forth be�ow which may arise out of ar result from Cantractor's p�rfarmance of the Work and
Contractor's other ob�igations under the Contract Documents, whether it is to be perforzned by
Contraetar, any Subcontractor or Supplier, nr by anyane directly or indirectly eznployed by any of
them to perfo�xn any of the Work, or by anyone for whose acts any of them may be liahle:
1. claims under warkers' co�npensation, disabiisty banefits, and other si�nilar �mplo�ee benefit
acts;
2, claims for damages because of bodily injur�, occupafiional sickness or disease, or death of
Confiractor's employees.
B. Commercaal General Liability. Coverage shali ir�clude but not be Iimited to covering liability
(bodily in�.uy or property damage) arising from: �rernisesloperations, indepen:dent contractors,
products/completed operations, personal injury, and liabiiity under an insured contraet. Insurance
shall be provided on an occUrrence basis, and as compreh.ens�ve as the current Insurance Services
Of�ce (ZSO) policy. This insurance shall appIy as prur►ary insiu�ance wit� respect to any other
CT"I'Y OP FORT WORTH
STAI�RARDCOI�TRUCTlON SPECIFICATION QOCUMENtS
Itevisian: S�L�1011
00720D-I
GENERALCC)NDITION S
Page 19 of 63
insurance or self-insurance programs afforded to tk�e City. The Commercial G�neral Li�a.bility
policy, shall have no exclusions by endorsemen�s �at would alY�r of nullify premises/op�rations,
produetsfcoinpleted operations, contractual, personal injury; ar adverlising injury, wluch are
narmal�y contained with the palicy, Unless the �ity approves such exclusians in writing,
For construction projects that present a subs#antial campleted operatinn exposure, the City may
require the coniz•actor to maintain completed operatinns coverage for a minimum of no less tk�an
three (3) years fol]owing the cornpletian of th� project (if identified in the Supplennentary
Condi�ions).
C. Autorno�ile Liability. A coynmercial basiness auto policy shall pro�ide coverage on "any auio";
defined as autos ovt�ned, hired and non-owned and pravide indeinnity for claims for darraages
because bodily injury or death of any persan and or property damage arisin� out of the work,
maintenance or use of any motor vellicle by tl�� �ontractor, any Subcontractor or Supplier, or by
anyone diractly or indirectly employed by any of them to parforin any of the Work, or by anyone
for whose acts ar�y of them may be liable.
D. Railrn�d Protective Lic�bility. If any of fihe work or any warraniy work is vvithin tl�e limits of
railroad right-of-way, the Contractor shall comply with the requirements identitied in the
Supptementary Conditions.
E. �VotifieationofPolicyCancellation; Cont�actorshall immeaiaiely notify City upon cancelIation
or other loss of insurance coverage, Contraciar shall stop wqrk until rep]acement insurance has
been procur�d. There shall be na tirne cr�dit for days not worked pursuant to this section.
S.OS Acceptance ofBondsandlnsurance; Optiora to I�eplace
Zf City has any objection to the covexage afforded by nr other provisions af the bonds or ivasurance
required to be p�archased and maintained by the Contractar in accordance with Article 5 on the basis
of rion-canfarmance with the Contract Daeuments, the City shall so notify the Contractor in r�vriting
r�vithin 10 Business Days after receipt of the cer�ifrcates (or other evidence requesfied). Contractor shalI
provide to the City sUch additional i�ormaiion in respect af insurance provided as ihe City may
reasonably request. If Contractor does not purchase or maintain alI of the bonds and insurance required
by the Contract Doc�arrients, t11e City sha11 notify the Contractor in wri�ing of such failure p�ior to the
start of the Work, ar of such failure to maintai.n priar to any change in the reqtiured covera�e.
ARTICLE 6 — CONTRACTOR'� RESPONSIBILITIES
6.01 Supervision and SupeYintendence
A. Contractor shall supervise, inspect, and direct the Wark campetently and ef�ciently, devotin�
such attention thereto and applymg such sk�lls and e�pertise as may be necessary to perfor�n the
Work in accardance with the Contract Documents. Contractor shall be solely rasponsible far th�
means, methods, techniques, sequences, and procedures of construction.
CITYQF P'ORT WO[2TH
STANDAItDCO?dSTRIICTION SPECfI�[CATIDN DOCUMENTS
Reyision: 823I�121
00720U-I
G�NERAL CON� IT ION 5
Page 2D af 63
B. At all times during tl�e progress af the Work, Contractqr shall assig,7n a cpmpeient, English-
speaking, Supermtendent who shall not be replaced without written notice to City. Th�
�uperir�tendent will be Contzactor's representative atihe Site and shail have autharity to act on
behalf of Contractor. All con�ununication given to or rece'rved fro�n the Superintendent si�all be
bi�d�g on Contractor.
C. Contractor shall notify the City 24 hours prior to mov�ng areas during the sequence of construction.
6.02 Labor; WorkingHours
A. Contracfior shall provide cornpetent, sui�bly quali£'ied personnel io perit�rm constructior� as
required by the Contract Dacum�nts. Contxactor shali at ali times maintain gooci discipline ar�d
order at the Sz�e.
B. Except as otherwise required for the sa%ty ar protection of persons or the Work or property at
tl�e Site or adjaeent therefo,. and except as otherwise stated in the Contract Documents, all Work
at the �ite shall be perfortned during Regular Wnrking Hours. Contractor will nat permit the
performance of Work bey�nd Regi:��ar Worl�ing Ho�s or for Weekend Working Hours virithaut
City's written consent (which wili not be unreasonably withheld). Written :request {by letter or
elecironic cammunication) �o perform Wark:
l. for beyond Regular Working Hnurs reguest must be made by noon at �easf two (2) Business
Days prior
2. far Weekend Working Hours rec�uest must be made by noon af the preceding Thursday
3. for legal holidays request must be made by noan iwv Business Days pri�r ta the legal
holiday.
6.03 Se�vice,s, Mat�rials, ar�d Equa�ment
A. Unless otherwise specif'ied � the Contract Documents, Contractor shall pz°ovide and assume full
responsjbility �or all services, materials, eguipnnent, ]abor, transpartatian, construction equipment
and machinery, tooIs, appliances, fuel, power, light, heat, telephone, wat�r, sanitary facilities,
temporary fac�ities, and all other facilities and in.cidenta�s necessary for the performance,
Contractor requ�ed testing, start�up, and completion of the Wark
B. All materials and equipment incarporated into the Work shall be as speci�"ied or, if not specif'ied,
shail be of gond quality and new, except as oiherwise provicied in the Contract Documents. AIl
special wa.rranties and guarantees requ�red by �ha 5pecifications shall e�pressly run to the benef�
of City. If required by Ciry, Contractor s1�aI1 furnisi� satisfactory evidcnce (including reports of
required tests) as to the snurce, kind, and quaiity af rr�aterials and equipment.
GITY OF FORT WdRTH
STANDA.RDCONSTRUC7'ION SPECIFICATIflN DOCUIvIENTS
Revision: 82�(l21
0072(}0-1
GENERALCONDITIONS
Pflge 2 I of 63
6.04
C. All materia� and equipment to be incorporated inta th� Woric shalI be stored, appIied, installad,
connected, erected, pratected, used, c�eaned, and ennditioned 'zn accordance with ulstructions of
the applicable SuppIiex, except as otherwise may be pravided in the Contract Documents.
D. AlI items of standard equipment ta be incorpnrated into the Work shall be the ]atest model at the
time of bid, unless oiher�wise spec�"ied.
Pt�ojeetSchedule
A. Contractor shall adhere to the Project ScheduIe established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from tixne to time as provided below.
1. Contractor shall submit to City for acceptance (to the e�tent indicated in Paragraph 2.07 and
ihe General Requirements) proposed adjustment� in the Project Sci�edule �hat will not resuh
in changing �he Cantract Time. Such adjustments will campIy with any provisions of the
General Requ�ernents applicab]e thereto.
2. Con�ractar shall submit to City a monthly Project Schedule with a montk�ly pro�ress payment
far th� duration of the Contract it� accordance with the schadule specification O1 32 16.
Proposed adjus�nents in the Project 5cheduIe that �uill
submitted iri accordanee with the requirements of Articl
may oirily be made by a Change Order.
�. os
Substittctes and "ON-Egxcc�ls"
ehan�e the Conrx'aci Ti�ne sha�l be
e 12, Adjustments m Contract Time
A. Whenever an item of material or equipzxyent is specified ar described in the Contract Docuinents
by using the nanae of a pr�prietary item or the narne of a paYtict�Iar Supplier, the speciiication or
descr�ption is int�nded to establish the type, functian, appearance, and quality requieed. Unless the
specificafion or description COt'1�ll15 OY I5 followed by words reading that no like, ec�uivalent, or
"ar-equal" i�em or no subsiitution is permifted, other items of material or equipment af other
Sup}�liers may be submitted to City for review under the circumstances described belaw.
1. "Or�Equal" Items; If in City's soIe discretion an itetn of maieria� ar equipment proposed by
Contractor is functionally equal ia that named and suf�ciently similar so tnat no change it�
r�lated Work will be required, it may be considered 6y City as an "or-equaI" itein, in which
case review and approval of the proposed item may, in City's sole di�cretion, be accoinplished
without compIianee with sorne or all af the requirements for approva.l of proposed substitute
zteins, Far the purposes of this Paragraph 6,OS.A.1, a proposed rt�m af material or �quipment
vvill be consic�ered functionalIy equal to an item so named if:
a. the City determines that;
1) it is ai least equal in materials of construction, qUality, durability, appearance,
strength, and design characteristics;
crrY oF raxT wotzTrr
S'�ANBAi2TJCONSTRiiCTION SPEC[FICATTON DOGiJN1�NTS
Revision: 82'�f1021
00�2 00- �
G�N�F2AL CANDITION S
Page 22 of 63
2) it wiil reliahly pez�£orm at least equalty vvell the functian and achieve the results
imposed by tY►� design concept of the completed Project as a funetioning whale; and
3) it has a proven record af per£armance and availabilil,y of respc�nsive service; and
b. Contractor certifies that, if appravec� and incorporated into the Work:
1) there will be no increase in cost to the C�ty ar increase in Cantract Time; and
2) it will confornn substantially ta the detaiied req�airements of the iiem named 'm the
Contract Docurr�ents.
2. S`ubstitute Iierns:
a. If in City's sole discretion an item of materiaj or equipment praposed by Contractar does
not qualify as an "or-equaj" item under Paragraph 6.05.A.1, it may be subxnittecf as a
proposed substitute item.
b. Contractor sha11 submit sufficient infarmation as ptovided below to allow Cily to determirme
if the item of material or aquipment proposed is essent�lly equNalent to that named and
an acceptable substitufe th�refor. Requests for review of proposed substitute i�ems of
material or equipment will not be accepted by City frozn anyone other than Contractor.
c. Contractor sha�l mak� written applicatian to City for review of a proposed substitute ikem
of material or equip�nent that Contractor seeks to furnish or use. The applicatian shall
cnmply with Section OI 25 00 and:
1) shall certi�y that�te proposed substitute rtem will:
a) perform adequat�ly the functior�s and achieve tY�e results called for by the general
design;
b} be similar in substance to that specified;
c) be suited to the same use as thafi speciiied; and
2) will stafie:
a} the extent, �' any, to which the use af the praposed substitute iterr� will prejudice
Con�eactor's achievement �f fmal comp�etion on time;
b) whether use o� the proposed substitute item. in the Work will require a change in
any of the Contract Doctarnents (or in the prov�sions of any other direct contraci
vvii�h Ciry fnr other wor�C on the Project) to adapt tlYe d�51�C1 t0 the proposed
suhstihrte item;
CI`TY OF FQRT WOIt'PH
S"CANDAItDCON57'ltIICTION SPECIFICATIdN DOCifiAENTS
Revision: BiL�l�l
oo�zoo-i
GE�fEF�ALC'AN171TIO�i S
Page 23 nf 63
c) whether incorporatian or use of the proposed substitute item in connection with
the �ork is subject to payrnent of any Iicense fe� or royalry; and
3} wi21 identi#y:
a) alI variations of the proposed su6stitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacernent �ervices; and
�) shall cnntain an itemized estimate of all costs ar credrts that will result direcily or
mdirectly from use of such substitute item, includ'zng costs of redesign and Damage
Claims of other contractors affected by any res�aIting change.
B. Substitute ConstructionMethods opPr�ocedures: If a spec�c means, xx�eihod, t�chnique, sequence,
or procedure of construction is expressly required by the Contract Documents, Contractor may
furnish oc irtilize a subs�itute rx�eans, method, tecl�ique, sequence, or procedure of construciion
appraved by City. Contracior shaIl submit sufficient inforrnation io aIlow Czty, in City's sote
discretion, to determine ihat the substitute proposed is equivalent to t.�at expressly called for by
the Contract Documents, Contractar shall malce written application to City for review in the same
manner as those provided in Paragraph 6,05.A.2.
C. Ciiy's Evaluation: City will be allowed a reasonabie time wzthin which to evaluate each
proposal or submitial made pUrsuant �o Par�graphs 6.OS.A and �.OS.B. City may require Contractor
to furnish additional data about the proposed substitute. City wiIl he the sole judge of acceptabi[iry.
No "ar-equaP' or substitute will be ardered, mstalled or utilized unt�l City's revievtr is camplete,
which r�vill be evidenced by a Change Order in the case of a substitute and an accepted �ubmittal
for an "or-equa[." City wi11 adv�se Cantractor in writing of its deterinination.
D. Special Gua�arrtee: Gity may requira Contractor to fumi�h at Contractor's expensa a special
per�ormance guarantee, warranty, or other st�rety with respectto any substitute. Contt•actorshall
indemnify an� hold daarmless City �nd anyone di�ectlyor indirectly errrployed by themfrom and
against anyc�nd all claitn,s, darnages, losses and expenses (includingattoYneysfees) arisingout of
the use of substatuted �vtate�ials or equiprr�ent.
E. City's CostReimbursement: City wilI record City's costs in e�aluating a sLibsii�ute pxoposed ar
submitted by Coniractor pursuant io Paragraphs 6.05.�1..2 and 6.OS.B. Whether ar not Ciry
appraves a substitute so proposed or submitted by Coniractor, �ontractor may be required ta
reimb�,u•se Cfiy far e�alUaiing each such proposed substitute. Contraetar may also be required to
reimburse �ity for the charges fior making changes in the Contract Docurraents (or in the provisians
of any other direct contract with City) resulting frarz� the acceptance of each proposed substitute.
F. Contractar's Exper►se: Contractar sY�all provide all data in support of any propased substitute or
"or�equaI" at Con�ractor's expense.
Cfl'Y OF FORT WORTH
STANDARDCpNSTRUCTI0IV SPEC[FICA7'IQN DOCUME:NTS
Revisian: 8/I.3�021
oa �2 00 - i
G�NERAL CQND[TION S
Yage 24 of 63
G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a subs�itute
shall be incorporated to the Contract by Change Order.
H. Time Exiensaons:No aciditional time will be granted fnr substitutions.
6.D6 Cance�ningSubcont�actor�s, Suppliers, andOthers
A. Con�ractor shall per%rm vviih his awn organization, vvork of a value not less than 35%0 of the
value ernbraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Sabcontractor, Supplier, or other individual or entity, whether
ini�ially or as a replacert�ent, against whorr� City may have reasanabla objection. Con�ractor shall
not be requirad to employ any Subconlxactor, Supplier, or other indi�idual or entity to furn�h or
perform any of ihe Work against vvhon:i Contractar has reasonable nb�ection (excluding those
acceptable to City as �ndicated in Paragraph 6.06.C).
C. The City may from t�ne to trme require th� use of certain Subcontractors, Suppliers, or other
individ�aals or entities on the projact, and will provide such requ�eme�ts in the 5upplem�r�tary
Conditiozis.
D. Minority Buszness Er�terp�ise Gompliance: Ii is City policy to ensure the full and equrtable
participation by Minority Business Enterprises (MBE) in the procurement of gaods and services
on a contractual bas�s. If the Cor�tractDocuments prnvide far a MBE gaal, Con�ractor is required
to comply with the intent oft the City's MBE Ordinance {as amended) by th� following:
l. �ontractor shall, upon request by City, provide complete and accurate information regard�g
actuaI wark performed by a 1VIBE on: the Contract and payment therefar.
2. Contxactor wi� not make addrtians, deletians, or substitutions of accepted MBE without
written consent of the City. Any ur►jUst�ed change or deletion shall be a material breach of
Contract and rnay result in debarment in accordance wi�i the procedures outlineci in the
Ord�nce.
3. Cantractar sl�all, upon request by City, allow an audit and/or examination of any books, records,
or �'iles m the possession of the Contractc�r that will substantiate the actual work performed by
an MBE. Material misrepresentatian oi any nature will be grounds for �erminatinn of the
Cont�ract in accordance with Paragraph 15.02.A. Any suchm�isrepreseniation m�ay be grounds
far disqualification of Contractor to bid on future contracts with the City for a periad of
not less than three y�ars.
E. Coniraetor shal! be fully responsible to City far aII acts and omissions of the SUbcontractors,
Suppliers, and other individuals or entrties perForm�ng or furnish�ing any of the Work just as
Contractor is responsif�le for Contractor's awn acts and amissions. Nathirig in the Co�tz'act
Docum�nts:
CITY OP FOItT WOR1'II
STANi?ARDCON5T2UCTIflN SPECIFICATEON DOCUM�1+]TS
Ravisi4n: 8�7.3f1A21
oa �z ao - �
G�NERALCbN�ITION 5
Paga 25 of 63
l. shaIl create for the benefit of any such Subcantractor, Supplier, or other individual ar entity
any eontractual relationship between City and any such Subcantractar, Supplier or other
individuaI or ant�y; nor
2. shall create any obligation Qn the paz�t of City tn pay or to see to the payment of any mon�ys
due any such Subcontractor, Supplier, or o�her indi�idual or entity except as may otherwise be
req�aired by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and caordinating the V4Work of Subcontractars,
Suppliers, and other indi�iduals or entities perforzning or �urnish�g any ofthe Work Under a direct
or indirect contract with Con�ractor.
G, All Subcontractors, Suppliers, and such other individ�aals or entities performing or furniishing any
of the Work shall communicate with City through Cantractor,
H. All Work performed far Contractor by a Subcantractor or Supplier will be pursuant to an
appropriata agreeinent between Cnntractor and tne Subcantractor or Supplier which speeifically
binds the Subcontractor or Supplier to the applicable terins and conditions of the Contraot
Documents for the bene�t of Ci�y.
b.07 Wage Rates
A. Duty to pay Prevailing Wage Ra.tes. The Contractor shall comply with all requiremen�s af
Cnapter 2258, Texas Govern�nent Code {as amended), including the payment of not [ess than the
rates determined by the City Council of' the Ciry of Fort Worth to 6e the pre�vailing wage ratas in
accordance w�th Chapter 2258. Such prava�ling wage rafes are included in these Cont�act
Docum�n�s.
B, Penalty,for Violation. A Contractor or any SUbcontractar who does not pay fhe pre�ailu�g wage
sha�l, upon demand made by the Gity, pay to the City $60 for each worl�er �mployed for each
calendar day ar part oithe day that the �vorker is paid less than the prevailing wage rat�s stipulated
in these contract docunnents. This penalry shall be reta�n�d by the Czty to offset its admiriistrative
costs, pursuant ta Texas Government Code 2258.023.
C. Camplaints of Violatians and City Determznation of Good Cause. On receipt of infarmation,
ineluding a eornplaint by a wozker, concerning an al�eged violation af 2258.023, Te�s
Ga�ernment Code, by a Contractor or Subcontractor, the City shalI malce an initial
determination, before the 31st day afterthe date the City receives the infarmation, asto whethe�•
good cause exists to belie�ve �hat the violatian occurred. The City shall natiify in writing the
Contractor or Subcontractor and any affected wor]cer of its initial determination. Upon the Crty's
determi.nation that there is gaod cause to believe the Contractor or Subcontractor has vioIated
Chapter 2258, th� City shall retain tha full a�nounts claimed by the claimant ar clairnants as the
difference 6etweenwages paid and wages due under the prevailing wage rates,such amounts being
subtracted irom successive progr�ss payments pendirtg a irnal determinaiion of the v[olation.
CITYbFFORT WORTH
STAAfDARDCONSTRllCiION SPECIFICAT30N DOCUMENTS
Revision: 8�23/1021
oo�zoo-�
GENERALCDNpI7101J 5
Page 26 of 63
D. Arbitration Required if Violatio� NotResodved. An issue re�ating to an alleged �iolation of Section
2258.023, Texas Government Corie, includ'mg a penafty owed fio the City or an affected worker,
shall be subrr�itted to banding arbitration it� accordance with t1�e Texas General Arbitration Act
(Article 224 et sec�., Rer�ised Statutes) if the Contractoc or Subcat�tractor and any affecied wor�Cer
does nat resolve the issue by agreementbefare fhe 15th day afterthe datethe City makes its initial
determination prarsuant to Paragraph C above. If ihe persans required ta arbi�rate under tHis
section do not a�ee on an. arbitratnr before the 1 lth day afier the da.te that arbitration is required,
a district court shali appoint an arbitrator an the petition af any of the persons. The City is not a
party in the arbrtration. The decision and award of the arbitrator is %nal and binding an all parties
and may be enforced i� any court of competent�urisdiction.
E. Recor�s to be .11�aantained. The Contractor and each Subcon�ractor shall, for a period of tl�ree (3}
years following the date of acceptance of the work, maintain records that show (i} the name and
occupatian of each worker employed by the Con�ractor in the cnnstruction of the Work provide d
for in tltis Contract; and (i�� the actual per diem wages paid to ea,cn worker. The rec�rds shall be
o�en at all reasonable hours for mspectian by the City. The pravisians of Pacagraph 6.23, Right
to Audit, shall pertai►i to fi�is inspection.
�. Progress Payments. Wzkh each progress paym�nt or payroll period, whichever is less, the
Contractor shall submit an affidavit stating thaf the Cont�actor �►as camplied with the requirements
of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shafl post prevailir�g wage rates in a conspicuous place at
ail times.
H. Subcontracto� Cornpliance. The Con�ractor shall include in its subcontracts and/or shall
oiherwise require all of its Subcontractors to comply with Paragraph� A through G ahove.
6.08 Patent Fees and Royaliies
A. Contractor shall pay all license fees and royalties and assume all costs incident to th� use in the
perfarmance of ihe Work ar t�e incorparation in the Work of any inventian, desig�, process,
product, or d�vice which is the subject of pat�nti rights or copyrights 4�eld by others. If a particu�ar
invention, design, process, produat, ar deviee �s sp�cif"ied in the Cont�act Documents for use i� the
performance of the Work and if, ta the actual knowlec�ge of City, its Use is subject to patent rigk�ts
or copyrights calling for the payrr�ent of any� license fee ar royalty to athers, the existence of such
rights shall be disclosed by City in the Cantract Documents. Failure af the Cily to ciisclose such
in%rmation does not relieve the Contractar from its obUgations to pay for the use nf said fees ar
xayalties to others.
B. To the fullest extent permitted by Laws and Regulatio�s, Contracior shall indemn� and hald
harmless City, from and against all claims, casis, losses, and darrrages (including but notlimited
to all fees and chc�rges of engineers, architects, attorneys, and other�professionals and all caurt
or arbit�ation or other dispute resolution costs) arising out of or relating to c�ny anfringementof
patent rights or copyrights incid�nt to the use in the perfar�mance of the Work or resa�Itingf�om
Cl"i"Y OF FORT WORTTi
STI�TDAR_DCONSTRUCT[OM SPECIFICATION D(}CiJIvIEid"I'S
[tevision; SrL�lffll
Q{]7204-i
GENEF�AL CONp ITION S
Page 27 af 63
the incorpo�atian in the Work of any inven,tion, desrgn, process, product, or device notspecified
in the ConirctctDoca�rnents.
6.Q9 Permits and Utilittes
A. Conttaactor obtained permats and lacenses. Cantractor shall obtain and pay for all constructian
permits and licenses except those provided %r iz�; the Supplementary Con�{itions or CQntract
Dacuments. City shalI assist Cantractnr, when necessary, in obtainin� such permits and licenses.
Contractor shall pay all go�ernmental charges anc� inspection fees necessary for the prasecution of
the Work which are applicable at the time of opening of Bids, or, if thera are no Bids, on the
Effective Date of �he Agreement, except for permits pro�ided by the Crty as speci�ed in 6.Q9.B.
City shall pay all charges o�utility owners for cdnnections for providing permanent service to ihe
Work.
B. City obtainedpermatsand licenses. City will obtain and pay %r all permits and Iicenses aspror�ide d
%r in the Supplementary Conditions or Contract Docum.ents. It will be the Cantractor's
responsibiiity to carry out the provisions of the perinit. If the Can�ractor initiates changes ta the
Contract and the City apprnves fhe ck�anges, the Cantt•acto� i� responsible for obtaining clearances
and coordinating with the appropriate regulatary agency. The City vvill not reimb�arse the
Contractor far any cost associated with these requir�ments of any City acquired perinit. The
following are p�rmits the City will obtam if cequired;
1. Texas Department of Transpartation Permits
2. U,S. Army Corps ofEngineers Permit�
3. Texa� Commis.sion on Environmental Quality Permits
4. Raiiroad Company Permits
C. Outstanding perfniCs and licenses. The City anticipates acquisition of and/or access to permits
and licenses, Any outstanding permi�s and licenses are anticipaied tn be acqui�•ed in accordance
with the schedule set forth in the Supplementaey Condrtio�s. The Project Schedule submitted by
the Contraetor in accordance with the Contract Docwn.ents must considar any outstand'mg permrts
and licenses.
6.10 Laws arr.d Regulattvns
A. Contractar sha2l give aIl notices required by and shall comply wvi� all Laws and Reg�a�ations
applicable ta the performance of the Work. Except where otherwise expressly required by
applicab�� Laws and Regulations, the City shaI� not be cesponsible for m.onitoring Contractor's
complia.nce with any Laws or Regulations.
B, If Contractor performs any Wark knowing or having reason to lcnow that it is contrary to Lavvs or
Regulations, Contractor shall 6earall claims, costs, losses, and damages (�ciuding but not limited
ta all fees and charges of engineers, architects, at�arneys, and other professionals and alI
CITY OF FqRT WQATI-�
STANDARI7C�N�TRUCT[ON SPECIFICATION DQCUMEI�lTS
Reviston: S�L3/1021
ao�zoa-�
GENERAL CONnITION 5
Page 28 ofi G3
court or arbitration or other dispute resolu�ion costs) arising out of ar re�ting to such Work.
However, it shali nat be Coniractor's responsibility to make certain that the �pecifcations and
Drawings are �n accordan.ce with Laws and Regulations, bu� this shall not relieve Contractar of
Cant;t�actor's obUgations under �'aragraph 3.02.
C. Claanges m Laws or ReguIations not lrnown at the time oi openit�g of Bids having an e�'fect on
the cost or ti�ne of perfor�nance af the VVork may be the subject of an adjust-enent in Contract P rice
or Contract Time.
6.11 Taxes
A. On a contr�ct awarded by the Ciry, an organiza�ion which qualifies for exemption pursuant to
Te�as Tax Code, Subchapter H, Sactions I51.�01-335 {as annended), the Contractor may purchase,
rent or l�ase al1 znateri�ls, supplies and equ�pment used or consumed in the per�armance of this
contract by issuing ta hi� supplier an exemption certifcate in lieu af the t�, said exemption
certificate ta camply w�th State Comptroller's Ruling .007. Any such exerrzption certi�icate issued
to the Contractor in lieu of the ta� shall be subject to and shal� camply with the provision of S�ate
Comptroller's Ruling .011, and any other applicable r�aIings pertaining to the Te�.s Tax Code,
Subchapter H.
B. Te�s Tax permi�s and 'uaforrna.tian may be obtained fram:
1. Comptroller o�Public Accounts
Sales TaxDivision
Capitol Station
1�U5tll'1� �'X ig711; OP
2. hitpJ/www.window.state.ix.us/taxin%/ta�cformsi93-forms.htmi
b.12 Use af Site and Othe� Areas
A. Limitaiian on Use of Site dnd OtherA�eas:
l. Contractar shall confirie construction equipment, tk�e storage of materials and equi�m�ent, and
the operations o� workers to tke Site and ather areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areaswrth construction equipment or other
materials ar equipment. Contractor shall assume full responsibility for any damage to any such
land or area, or ta the owner ar occupant thereof, or of any adjacent land or areas resulting
irom ihe performance of fhe Worlc.
2. At any time when, in the judgment of the Ciry, ti�� Contractor has obstructed or clpsed or is
carrying on operatians in a portian of a street, right-Qf=way, or easernent greater than is
necessary for proper execution of �he Work, the City may requi�e the Contractor to finish the
s�ction on which operations are in progress befare work is commenced on any additiona[
area of the Site.
CFTY QF PORT WOATiI
STANDARI}CONSTRUCTIDN SPECiFICATION DOCUN3ENTS
Itevision; 8/131'd121
oa �2 00 - i
GE�lERALCON�lTIONS
Page 29 of G3
Should any Da�-tiage Clattn be made by any such owner or occupant because of the per�ormance
of the Work, Cantractor shaI� pramptly attempt to resolve the Damage Claim.
4. Pursur��tt to Pat�agraph 6. Z1, Contractor shall indexfanifyand h.old ha�mless Cily, f�om and
against ali claims, casts, losses, and damages arising out of or r�elating to any cicaim or action,
legal or equitable, brought by any such owner or oeeupant against City.
B. Removal of Deb�i,s Dur�ing Perforrncrnce of ihe Work: During the progress of the Wark
Contractor shall keep the Site and a�her areas free �rom accumulations of waste r�at�rials, rubbis�,
and oth�r debris, Removal and disposal of such waste materials, rubbish, and other debris shall
con�orm to applicabl� Laws and Regu[ations.
C, �'ite Maintenance Cleaning: 24 hours after written notice is given to the Cantractor that the
ciean-up on the job site i� proce�ding in a znanner urtsatisfactory to the Ciry, if the ContractQr fails
ta correct the unsatisfaeiory procedure, the City may take such direct action as the City deems
appropriate ta correct the c�ean-up deficiencies eited io the Conteactor in tihe wrii#en notice
{by Ietter or electronic communication}, and the casis of sUch direct action, plus 25 % of such
cosfs, shaIl be d�ducted from the monies due or to becorne rlue to the Cantxactar.
D. Fi»alSite Cleanirag: Prior to Final Acceptance af the Wo�•k Contractor shall clean th� Site and
the Work and rnake it ready for utiGzation by City or adjacentproperly owner. Atthe comp�etio�n
of tha �orlc Contractor shall remove from ih� Site all tools, appl�ances, construction equ.ipment
and machinery, and surplus materials and shall restore to original candztian or befiter ap property
disturbed by the Work.
E. Loadang St�uctures: Contractor shall not load nar permit any part of any structuxe to be loaded
in any manner that will endanger the structure, nar shaU C4ntractor subject any part of th� Work
or adjacent property to stresses or pressures that wilI endanger rt.
6.13 Record Documents
A. Contractor� shall maintain in a safe place a�the Site or in a place designated by the Con�ra.ctar and
appra�ed by the City, one (1) record copy of all Drawings, Speciiications, Addenda, Change
�rders, Field Orders, and written interpretations and clarificatians in gaod order and aru�otated to
show changes made during canstructian. Thesa record docu�nents together with al] approved
Sartiples and a caunterpari af alI accepted SubmitEals will be available to City for reference. Upon
completion of the �Nork, these recard dacuments, any operation and rnaintenance manu�Is, and
Submiltals will be clelivered to City prior to Fitaal Inspection. Contractor shall incIude accurat�
Iocations for buried and im.bedded iierns.
6.14 S'afety and P�otection
A. Cantractor shall be solely responsi'ble far initiatmg, rnaintaining and. supervising all safety
precautions and programs in connection wi�h the Work. 5uch responsibility does not relie�ve
,Subcontractors of their responsibility for the safety of persons or property in fhe perfarmanca of
their work, nar �or eamplfance with applicable safety Laws and Regulations. Contractor shall
CITY OF FpAT WORTi-I
STANDARDCONSTRUCT[ON SPEC[FICATIQI� DOCUML-7VTS
Revisran 8/13/1{121
04 72 p0 -1
GEN�RALCAN�lTION 5
Page 30 of Ez3
take all necessary precauti�ns for the safety af, and shall pravide tl�e necessary protection to
prevent damage, injury ar loss to:
1. all persons on the �ite nr wk�o may be affected by the Work;
2. ali the Work and rnaterials and eguipnnent to be incorporated therein, whether iri storage on
or off tlae Si�e; and
3, o�her property at the Site or adjacent thereto, including trees, shrub�, lawns, walks,
pavements, r•oadways, structures, utilities, and Underground Facilities not designated for
ramoval, relncation, or replac�rnent in tk�e course of construction.
B. Cantractor shaU. complyr �vith all applicable Laws and Regulations reIating to the safety of
persans or property, or to the protection o�' persons or �rap�r�y from damaga, injury, ar lass; and
shall erect and rr�aintain aIl necessary safeguards far such safety anc� protection. Contractor s�aIl
notify� owners of adjacent property and of Underground Facilities and other utiiity owners when
prasecution of t�e Work rnay a�fec� them, and sha�l cooperate with them in the prot�ction,
rarnovai, reIocation, and replacement of their praperty.
C. Coniractor shall comply wi�th tl�e applicable requirements of Ciry's safety programs, i� any.
D. Contractor shaIl inform City of the specif'ic requirements of Con.traetor's safety program, if any,
with which Ciry's enaployees and representat�ves must comply while at the Site.
E. All damage, injury, or loss ta any property ref�rr�dto in �'aragraph6.l4.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subconiractor, Supp�ier, or any other
individual or entrty directly or ind'u'ectly employed by any of therr� to perfor�n any of the Work,
ar anyone %r vwhose acts any of them may b� liab�e, shall be remedied by Contractor.
F. Con�ractor's duties and responsibil'�ies for safety and far protection of the Work shall continue
until sUch time as alI the Work is completed and City has accepted tl3e Wark.
6.15 Safety Representative
Contractor shall iniarm City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Gona�nunication Pragrarrrs
Contractor shall be responsible for coordu�ating any exchange af material safety data sheets or otker
hazard comrr�unicatiar� infortnation required to be made available ta or exchanged betweenor among
employers in accordance wiih Laws or Regu�ations.
6,17 Enaer�gencies and/o� IZectification
A. In emergencies affecting the safetyor protectian of persans or the Work or property atthe Srte or
adjacent tk�ereto, Contractor is obligated to act to prevent threatened damage, injury, ar loss.
Contractor shail giv� City prompt written notice i� Contractor believes that any sigriif'icant
CITY OP FORi' WORTH
STANDARDCONSTRUCTIbN SPECIFICATION DOCUMENTS
Rec�ision: 823l1�121
U47200-1
GENERALCON�ITION S
C'age 3l of b3
changes in �i�e �Vork or �ariations from the ContractDocuments have been caus�dthereby or az�e
required as a result thereo£ If City determiit�es that a change in the Contract Documents is required
6ecause of the action taken by Conteactor iri respanse to such an ernergency, a Change Order may
be issued.
B. Should #he Contractor fail to respond to a request from ihe City to rectify any discrepancies,
oinissions, or cnrrection necessary to conform wzth the requirements of the Contract Docl.unents,
the Ciry shall give the Contractor writ�en natice that such worl� ar ehanges are to be perfarnned.
The rvritt�n notice sh.all direct at�ention to the discra�ant condition and request the Cantractor to
talce remedial action ta corr�ct the condition. In ihe event the Contracior does not take posrti�e
st�ps ta futF'z1I this written request, or does not show just cause for not taking the proper action,
within 24 hours, th� Cily may take sucn remedial action with City %rces ar by contract. The City
shall deduct an amount equal to the �ntire costs for such remedial aciion, plus 25%, f�oln any
funds du� ar becom.e due the Contractor on the Proj�ct.
6.18 Submittals
A. Contrac�or shall subinit requu'ed Subrr�ittals ta City for reviev,+ and acceptance in accordar�ce
with the accepted Schedule of Subinittals (as required by Pat-agraph 2.07}, Each submittal will be
identi�ed as City rnay require.
1. Submit nzunber of copies spacified in the General Requirements,
2. Datashown on the Submiitals will be complete wi�h respectto quan�:ities, dimensions, speeified
performance �nd design crzteria, materials, and sztnzlar data to show City the services,
materials, and equipment Contractor proposes to pravide and io enable Gity to review the
information for the l�nited purposes required by Paragraph 6.18.C.
3. Su6mittals submitted as herein prov�ded by Cnntractor and reviewed by City for
conformance with the design concept shall be executed in confarmiiy with tne Conteact
Documents unIess otherwise required by City.
4. When Submittals ar� submitted far the purpose of showing the instal�ation in greater deta.il,
their review shall not e�ccuse Contractor from requirernen�s shdwn on the Dra�ings and
Specif"ications.
5. For-Infor�nation-Only subrnittals upon which the City is not expected to cnnduct revtew or
take responsive action may be so identzfied in the Contract Documents.
6. Submit required number of Samples specified in tha Specifications.
7. Clearly identify each Sam.ple as to material, Supplier, pertinent data such as catalog nl.unbers,
the us� for which intended and other data as Ciry rnacy r�quire to enable City to review the
subrnittaI far the lirr�ited purposes required by Paragraph 6.I8.C.
CTI'Y QF FORT WORTIi
STANDAR_DCONSTRUCTION 5P@C[CICATION �OCiJMENT5
Revisioit: !3l223JL�Q1
�b7200-1
GEiV�RALGAN�lTION S
Page 32 of 63
S. Where a Submittal is required by the Contract Docum.ents or the Schedule of Subrnittals, any
related Work performed prior to City's re�iew and acceptanee oi the periinent submittal will be
at the sole expense and responsibility of Contractar.
C. City's Review:
1. City will provide timely review of required Subrnittals in accordance with the Schedule of
Submi�ttals acceptable to City. City's re�iew and aeceptance will be only to determine if the
rtems co�ered by the submittals wiU, after installation or incorparation �n the VVorlc, conform
ta the information given in the Contract Documents and be compatible with the design canaept
of the compl�ted Pro3ect as a functioning whole as md�cated by the Contract Documents.
2. City's re�iew and acceptance wi� not extend to means, rnethods, tecl�niques, s�quences, or
procedures af eonstruciinn {except where a particular means, methad, technique, sequence,
or procedure of construction is speeifically and expressly called for by the Contract
DocUn�ents) or to safety precautions or programs incident thereto. The review and aecepta.nce
ot� a separate item as such will not indicaie approval of the asseml�jy in which the item
funetions.
3. Ciry's review and accepl-ance shall not relieve Con�ractor from responsibility for any
variation from the requirements of the ConLract Documents unless Contractor has complied
with the requirements of Section p1 33 00 and Crty has given �vritten acceptance of each
such variation by specific written notation thereof iricorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Cortractor from r�sponsibili�ty for
complying with the requirements of the Contr•act Documents.
b.19 �ontinuingthe Worlr
Except as otherwise provided, Cont�actar shall carry on the Work and adhere to the Pro�ect Schedule
during all disputes ar disagreements with Ciry. No Work shal� be delayed ar postponed pendir�g
resolution of any disputes or di�agreements, e�cept as City and Contractor may otherwise agree jn
writing.
6.20 Contracto�'s General Warranty and Gua�antee
A. Contractor war�rants and guarantees ta Ci�y that all Work �vill be in accnrdance with the Contract
Documents and will not be defective. City and its oificers, dzrectors, members, partners,
employees, agents, consultants, and s�bcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee her�under excludes defects or damage caused. by:
1. abuse, modifcation, or imprnper maintenance or operation by persons other than Contractor,
Subcontz'acfiors, Supplzers, or any other inciividual or entity fQr whom Contractor is
responsible; or
c�T� or �oRT wo�z�
STANDARDCdNSTRUCTION SPECFFiGAT{ON 370CUM�NTS
Revision: 8f�3I�[]21
ao �2 00- i
GE�ERAL CON� ITION S
Page 33 nPb3
2. norz�nal vwear and teaz• under normal usage.
C. Cantractor's oblig�tion to perfarm an.d coinpt�te the Worlc in accordance with the Contract
Documents shall be absolute. None of the folIowing will constitute an acceptance nf Work that is
not in accordance with the Contract Documents ar a release of Contractor'� abligation to perform
the Worl� in accordance with the Cantract Doeuments:
1. observations by Crty;
2. iecommendation ar payinent by City of any progress or �nal pa�rnent;
3. the issuance af a certificate of �'inal Acceptance by City or any payment related thereta by
City;
4. use or occupancy of the Worlc or any p�.rt thereof by City;
5. any review and acceptance of a Submittal by C�y;
5. any inspectian, test, or approval by ath�rs; ol�
any correction of defeet.ive Worlc by Citiy,
D. The Canh•actar shaU remedy any defects ar damages in the Wark and pay for any darz�age to
other warlc or property resulting therefrom which shall appear within a period of two (2} years
from the date of FinaI Acceptance ofthe Work unless a longer period is specified and shall f�arnish
a goad and suif'icient m.aintenance band, complying with th� requireinents of Article
5.02.B. The City will give ilotice af obsetved defects with reasonable prampfiess.
6.21 rndemnification
A. Contractor co�enants and agrees to indemiufy, hold harmless and defend, at its own
expense, the City, �ts officex�s, servants and ennployees, from and against any a�nd alI c[aims
ari�ing out of, or alleged to arise ouf of the �nvork and services to be pe�ormed by t�e
Cvntractar, its officets, a�ents, employe�, subcontractors, licenses or invitees under this
Cont�dCt. TH7�. TNT}FMNIFICATInN PRnVI�T[7N 1� �PFC�'TFrC"AT,T V TNTT� NT1ii'Tl T[l
9p ,RATF, ANi] R�: .FFr'C'T]VF. TVEN 1F TT T� AT T F�ED [)R PR[IVFN THAT Ai �
nR SnMF, nF'��3E nAMA(?F�_�E G SnU[THT WF,RF C`AT1fiTi',n. iN WH[�i�F nR TN
PAR'I'. RY A AC:T, [)Mi��I�N nR NF(iT.iC'FNC"F nF THF iTY, This indemnity
provision is intended to inclade, without lixni�at'ton, indemniiy for costs, exp�nses and legal
fees incurred by the City in defendiztg against such claims and cause� aiactions.
B. Contractorcavenantsandagraes toindernnifyand hold harmless,atifs ovvnexpense,theCity,
its o�ce rs, servants and employee�, from and agains t any and all loss, damage or destructFan
ofproperty of the City, aa-ising out o� ar a[leged tn arise out of, the work and services to be
ge�-£ormed by the Contractor, i�s officers, agents, employees, subcontractors, l�censees or
invitees ander fhis Contract. T_Ai� T1V , FMNTFT[�ATI01�T PR(7Vi�TON I�
C1T Y OF F ORT WOIiTH
STANDARDCONSTRUCT[ON SPECIC[CATION DOCiJMENTS
Revision: 8113I2(Tll
oo�aoo-i
G�iVERAL fANDITION S
Page 3A af 63
' \II_1 _1 �' _::--- `�1 � / /_� -- —F_•
- -- -1°�� �:1 / ► ._ s !� �1/--1—'- != - : ► _�_lN.i�_
L/_�--- ` 1 ► .�� 1 _ �: ''_:_ C .►- -- �1L _ 1� t:
► ►--�—'�- -
6.22 Delegataan of �rofessio�aaiDesign Services
A. Cnniractor will not be required to provide professional design services unless such ser�ices are
specif�icaIly required by the Contract Documents far a portion of the Work or unIess such services
are reQuired to carry out Contractar's r�sponsibilities far construction means, methods, techniques,
sequences and procedures.
B. If professianal design services or certifications by a design professional related to systems,
materia�s or equipment are spec�ically required of Contractor by the Cantract Doeuments, C�ty
will spec�y all performance and design criteria �hat such services must satisfy. Contractor shal�
cause such services or certifications ta be provided by a properly licensed pxofessiona�, vvhose
signature and seal shall appear on all drawings, calculations, specifications, cert�cations, and
�ubmittals pre�ared by such professianal. Submrtta�s related Lo the Work designed or certif'ied by
such professional, if prep�red by others, shall bear such prafessiQnal's wxitten approval w��n
subtnitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and comp�et�ness of the services,
certificatians or approvaIs performed by such design professia�a�s, provided City has specifie d
to Con.tractor performance and design criteria th:at such �ervices must satisfy.
D. Pursuantto this Paragraph 6.22, City's revier� and acceptance o� design calculations and design
drawirzgs will be only for tiZe limited purpose of checking for confortnance wi�h performartce and
dasign criteria given and the design concept expressed in tlne Cont�act DocumenYs. City's review
and acceptance of 5ub�tals (exeept desigr� calculations and desigri drawin.gs) will be only for
the pUrpose stated in Paragraph 6.1S.C.
6.23 Right to Audit
A. The Contractor agrees h1�at the City shali, until the expiration of t4iree (3) years after fmal
paymeni ux�der tivs Contract, Have access to and the xig�t ta exam�e and photocopy any directly
pertinent baolcs, documents, papers, and recards of the Contractor involv�g transactions relating
to this Contract. Contractar agrees ihat the City shall ha�e aacess during Regular Working Ho�.�rs
to all necessary Contractor facilities and shall be pro�idad adequate and appropriate work space
in arder to conduct audi�s in compliance with the provisions of this Paragraph. The Ciry shall
give Contra�tor reasonable acivance notice a� intended audits.
B. Contractor iurther agrees to �nclude iri all its subcontracts hereurider a provision to ihe effect that
the subcontractar agrees that the City shall, until �he expiratzan of three (3) years after final
payment under t�us Contract, have access to and the right to eXamine and photocopy any directly
pertinent books, dQcuments, papers, and recotds af s�ch Subcontractar; involving transactions to
the subcontract, and further, that City shail have access during Regul�r Worlcing Hours to aIl
C1TY dF FORT WORTIi
STANDARDCOMSTR[7C'CION SPECIFlCATIDN DQCiIMENTS
Revisinn: &23l1D21
ao7zao-t
GENERALCANDfTION S
Page 35 of 63
Subcontractor facilities, and shaU be provided adequate and appropriate wark space � ordar to
conduct audits in connpliance with the provisions of this Paragraph. Th� City sfiall �e
Subcontractor reasonab�e advance nofice of intended audits.
C. Contractor and Subcontractor agree to photocapy such documents as may be requesfed by the City,
The City agrees to reimburse Contractorior the cost of the copzes as follows at the rate published
in the Texas Administrative Code in �ifect as of the time copying is �erformed.
6.24 Nandiscriminatian
A. The City is responsible for operating Public Transportation Programs and itnp.lementing transit-
related projects, which are funded in part wiih Federal financial assistance aw�rded by the U.S.
Depat�tment af Transportation and th� Federal Transil Administration {FTA), wi�hout
discriminatirig against any person in the United States on the basis of race, co�or, or national arigin.
B. Title VI, Civil RightsAct of 1964 as arrrended: Contr�ctar shall comply with the requirem�ents af
i:he Aet and the Regula�ions as further de�'ined � the Supplementary Condi�ions for any project
receiving FederaI assistance.
ARTZCLE 7— OTHER WORI� AT THE SITE
7.01 Related Work at5ite
A. City may perform other work relat�d to the Project at the �ite with City's employees, or oiher
City cantractnrs, ar through oth�r direet contracts therefor, or have other work performed by utility
owners. If sucl� othet• worlc i� not noted in the Contract Documents, then writt�n not�ce ihereof
will be giv�n to Contractor prior to starting any such other work; and
B. Contractor skaall afford each other can�ractor wh.o is a party ta such a dir�ct cantract, each uCility
owner, and City, i� Ciry is perforining other work with City's employe�s �r oth.er City contractor�,
proper and safe access to the Srte, provide a reasonable oppartunity for the iniroduction and storage
of materials a.nd equiprnent and the execution Qf such other w�orlc, anc! properly coordinate the
Work with theirs. Coniractor shall do all cutting, fiiting, and patching of the Work thai may be
required to properly conn�ct ar ot�erwise make its sev�ral parts come together and prop�rly
integrate with such other wark. Contractor shall not endanger any work of athers by cutting,
axcavating, or otherwise altering such work; provYded, hov,rever, that Contractor inay cut or alter
others' wark with the wrrt�en consent of City and the others whose work wilI be afFected.
C. Ifthe proper execution or resutts of any part of Contractor's Work depends upon work performed
by oth�rs under th�s Article 7, Cantractar shall inspeet such other work and promptly r�port to
City in writing az�y delays, defects, or clefciencies in such other work that render i� unavailable
or unsuitable for the proper executinn and results Qf Contractor's Work. Contractor's failure to so
report will constitute an accepiance af such othcr work as frt and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
(:I1'Y OF PORT WORTH
STAIVDAItDCONSTRUC'f[ON SPECIP[CATi�N DOCiTMEN'TS
Revision: 82"32p21
oo��oo-i
GEN�RAL CON�lTION 5
Peige 36 of 63
7.02 Coordi�aation
A, I� City intends to contract with oth�rs far the periormance of ather worl� on the Projeet ai the
Site, ihe followirig wi� be set foz�h in Supplem�ntary Condi�ions:
1. the individua! or entity who will have autharity and responsibiliCy for coorcimation of the
activities among the various contractors vvill be ident�'ied;
2. the specific inatters to be cov�red by such autharity and responsibility will be it�inizec�; and
3. the e�ent of such authority and responsibiiities will be pro�ideci.
B. Unless otherwise provided in the Suppleme�tary Conditions, City shall have authority for such
eoordination.
ARTICLE S — CITY'S RESPONSIBILITIES
8.Oi C�rrrmunications to Cantr�actor
Except as otherwise pravidad in the Supplementary Conditions, City shall issue all communications
to Contt�actor.
8.02 Furnish Data
C.ily shall iimely furnish the data required under the Coniract Documents.
8.D3 Pay When Due
City shall make payrnents to Contractor in accordance with Articie 14.
8.04 Zands and Easerrrents; Reports and Tests
City's duties wifh respect fio pro�iding lands and easements and providing engineering surveys to
estabiish reference points are set farth in �'aragraphs 4.01 and 4.05. Paragraph 4.d2 refers to Ciry's
identi�ying and �naking available to Contractor copies of reports of explorations and tests af subsur�'ace
conditions and drawings of physical condiiions relating to e�sting surface or subsurface sfructures at
or con.iiguous to the Site that have been utilized by City in preparing the Cantraet Documents.
8.05 Change Orde�s
Ciry shall execute Change Orders in aceordance with Paragraph 1fl.Q3.
5.06 Inspectiorrs, Tests, and.�ppYovals
City's respansibility wit.� respect to certait� inspections, tests, and approvals is set forih in Paragraph
13.03.
CTTY OF FOItT WORTH
5TAPII7AADCONSTRIICTION SAECIF[CA3']ON DOCiJM�NTS
Revision: 8�23I�121
007z00-1
GENERAL CON� ITION S
Page 37 of 63
8.fl7 Lirnitations on Cily'sResponsibilities
A, The City shaIl nat supe�ris�, direct, or have control ox a.uthority o�er, nor he respansible for,
Cont�actor's means, methocls, techniques, sequences, or procedures of construction, ar the safety
preeautians and programs tncident thereto, or far any failure of Cant�actor to camply v�ith Laws
and Regulations applicable to the performance of the Work. City wilI not be responsible for
Cantractar's failure to perform the Wark in accordance with the Contract Documents.
B. City will natify the Coniractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed �azardous Envi�onnxental Conditzon
City's r�sponsibility witY� respectto an undisclosed Hazardous Envi�'onmental Conditian is set forth
in Paragraph 4A6,
8.09 Cott�pliance wrth Safely Progran2
While at the Si�e, City°s einplayees and representatives shall eomply with the spec�zc a.pplicable
requirements of Contractor's safety prograrns pf wta�ch City has been informed pursuant to
� aragraph 6.14.
ARTICLE 9— CITY'S OBSERVATZON STATUS DURING CONSTRUCTION
9.QI City'sProjectManager
C.ity will pravide nne or rz�ore Proj�ct Manager(s) during the construction perioc�. The duties and
responsibilities and the Iimitations of authority of City's Project Manager during cons�iuctian ax•e set
forth in the C.ontract Doeuments. The City's Project Manager for this Contract is identified in th�
Supplementary Canditions.
9.Q2 Visits to Site
A. City's Project Manager wilI make visits to the Site at intervals appropriate to the various stages
of construction as City deems necessazy in order to observe the prage'ess that has been made and
the qUality of the r�arious aspects of Contractor's executed Worlc. Basecf on infor�nation
obtained duri�g such vi�rts and obser�ations, Ciry's Project Manager will determine, in generaI, ii
the Work is proceeding in accordance with the Contract Dacuments. City's Project Manager will
not be rec{uired ta make exhaustive or cantinuous inspections on the Site to check the qual�ty or
c�uanti�.y of the Work. City's Praject Manager's effarts wilI be d�tected toward providing C�.� a
greater degree of confdence tk�at the campleted Worlc will confot7m generally ta the Contract
Documents.
B, City's ProjectManager's visits and nbservations are subject to a1l the 1'vnita.tioras on authority and
responsibility in the Contract Documents including those set forth in Paragraph
8.07.
C1TY OF FOR'1' WOkiTH
STANI7ARDCONSTRUCTIDN SPECIFICATION DOCUMEIVTS
Revision: 8+1371021
00 72 00 -1
GENERALCOI�nITION S
Page 38 of 63
9.03 Authorized Variaiions in Wark
City's Pro�ect Manager may authorize rriinar variaiions in the Work fram the requirements of i:he
Contra�t Doc�nents which do not invoi�e an adjustment in the Cantract Price or tlze Contract Time
and ar� compatible wiih the design concept o�r the cozr�pleted Project as a funciioning whole as
indicated by the Contract Documents. These may be accamplisHed by a Field Order and will be
binding an City and also an Contractor, who shall perfonr� the Work invo�ved promptly.
9.04 RejectingDefective WoNk
City will have authority to reject Work which City's Prajeet Manager believes ta be defective, or will
not produce a comp�eted Project that conforms to the Contract i�ocument5 or that will prejudice tne
int�grity of the design oancept of the completed Project as a functioning whale as indicated by the
Coniract Documents. City will ha�e aut�-►ority to conduct special inspection or testing of the Work a�
provided in Article i3, whether or not the Work is fabricated, installed, or completed.
9.05 Deterrrzi�aatians for Work Performed
Contractor will determ�ne the actual quantrtxes and classifications of Wark perform.ed. City's Project
Martager wil1 review with Contxactor the prelnx�inar� determinations on such matters befare rendering
a written recommendation. Ci�y's writ�en decision will be fit�al (exc�pt as modif"ied to reflect changed
factual conditions or more accurate data}.
9.06 Decisions on Reqa�irements of'Contract Doeuments and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Dacuments and judge of the
acceptability of tlae Work thereunder.
B. City wi3l render a vuritten decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Cont�ractor, subject
to the provisions of �'aragra�h 10.06.
ARTTCLE 10 — CHANGES IN THE WORK; CLAiM�; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating ihe Contract and without notice to any surety, City may, at any time or from
time ta time, arder Extra Worlc. Upon notice of such E�ra Warlc, Contraetor shau promptly
proceed with the Work ir��alved which will be performed under the applicable canditians of tkie
Co�ntract DocUments {except as otlierwise specifically provided). Extra Work shall be
memorialized i�y a Change Order whieh may or may not precede an arder of E�a �vork.
B, For mmor changes of Work nat requirmg changes to Contract Time or Contract Price, a Field
Drder may be issued l�y the City.
CITY QF I'ORT WOCtTH
S`I'ANDARDCONS'fRUCTION SPECIFICAi'1QN DOCIJMENTS
itev i si an: 8�X3/]1�21
oa�zoa-r
GENERALCOiJDITION 5
Page 39 oF 63
10,02 Unauthorized Changes in the YJ�o�k
Contractor shall not be entitled to an increase in the Coniract Price or an e�tcnsion of il�e Cor�tract
Tirne wit11 respectto any worlc perforrned that is not required by the ConiractDocuments as amended,
moditied, or supplemented as provided in Pa�•agraph 3.04, except irt the case of an emergency as
provided in Pai•agraph 6.17.
10.43 Execution of Change ��ders
A. City and Cdntractar shall execuie apprapriate Change Orders coverirzg:
changes in the Wark which are: (i) ardered by City pursuant ta Paragraph 10.01.A, (ii) required
because of acceptance af defective Work under Paragraph 13.Q8 or City's correction of
defectiv� Work under Paragraph 13.Q9, ar (iiz) agreed ta by the parties;
2. changes in ihe Contract Price or Contract Time vvhich are agreed ta by the parties, incluc�ing
any ur�disputed sum or amount of tirrre for Work actually perfarzned.
i0.0A F,xt�a Work
A. Shauld a difference arise as to what does or daes not constitute Extra Worlc, ar as ta the payment
thereof, and the City insists upan its performarace, the Contraetar shal] proceed wiih t11e work after
making written request for written arders and shall Iceep accurate account of the actuaI reasanable
cost thereof, Contract Claims regarding E�rra Work shalI be made pursuant to Paragraph 10.06.
B. The Con�ractor shall furnish ihe City such installation records of all dev.iations fro�n the original
Contract Documents as may be necessaryto enable the City to prepare for pernnanent record a
corrected s�t of plans shawing the act�al installation.
C. The compensat�an agreed upon for E�tra Wark vvhe�her or not inrtiated by a Change Order shalI
be a full, complete and final payment for aIl costs Cont�actor incurs as a result nr relating to ih�
change or Extra Wark, whether said costs are Icnown, Uzilrnown, fareseen nr unforeseen at that
time, ir�cluding vciithout limitation, any costs for delay, extended overhead, ripple or impact cast,
or any other effect on changed �r unehanged work as a resuli of the change or Extra Work.
10.05 �Totification to Surety
ifthe provisions of any bond requu•e notic� to be gi�en to a surety ofany change a�`fectingthe general
scope af the Work ar the provisions of the Contract DocLunents (including, but not limi��d ro,
Contract Price ar Con�ract Tizne), the giv�ng of any such notice will be Contractor's responsibility.
The amount of each applicable bond will be adjusted by the Contraetor to reflect the affect af any
such change.
crr�roF roxT wox-rH
STANDARDCONSTRUCT[ON SPECIP[CAT14N DpCUMENT5
Revision: 8iL3/2�121
007200-1
GEN�RAL G01��lT 10 N S
riage 4D oi 63
10.06 Contraet CZaims Process
A. City's Decision Required: All Cnniract Claims, e�cept those wa��ed pursuant to Paragraph
I4.09, shal� he re%rred to the City for decision. A decision by City shall be required as a candition
precedent to any ea�ercise by Contracior of any� rights or r�medies he may otherwise have undar
the Cantraci Documents or by Laws and ReguIations in respect of such Contract Claims.
B. Notice:
l. Written notice stating the general nature of each Contract Claim shall be delivered by Lhe
Contractor to Ciity no later than 1S days a�terthe start of the event giving rise thereta. The
responsbili�y to substa.ntiate a Contract Cla.im shal� rest with the party ma�Cing the Contract
Claim.
2, Natice of the amount or extent of the Contract Claim, with suppo�ting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unl�ss the City
allows add'ztional time for Cantractor to submit addi�ional or more accurate data in support of
such Contract Claim}.
3. A Contract Claiixs for an ac�justment in Contract Price shall be prepared in accordance w�th
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragrapi� 12.02.
S. Each Cont�act Claim shall be accompanied by Contractor's wri�tten statement that the
adjustment claimed is tk►e entire adjustment to which the Contractor believes it is enti�ted as a
result �f s.aid ever�.
6. The City shall submit any response to the Cont�ractor within 30 days aft�r receipt of t�e
claitx�an#'s last submittal (unl�ss Contract allows additional time).
C. City's Action: C�y ruill re�iew each Contract Claim and, within 3Q days after reeeipt af the �ast
submittal nf the Contractor, if any, take one af the follawing actions 'vn writing:
1. deny the Cnntract Claim in w�hole or in part;
2. ap�rove the Contract Claim; or
3. notify the Conlractor that the Ciry is Unable to resolve the Contract Claim if, m the City's
so�e discretion, it would be inappropriate for the Czry ta do so. For purposes of further
resolutian of the Contract Clairr�, such notice shall be deen:ied a denial.
crr� oF ro2T woRTH
STANDARDCONSTRUCTION SPECIFICAiIQN DDCUMENT5
Ctevision: 823/X�1
aa�zoa-i
��N�rznL cor�o �T � a r� s
Page 41 oF 63
D. City's writ�en acYion under Parageaph 10.Q6,C will i�e final and binciing, unless Crty or
Con.tractor uivoke the disput� resolutian pracedure set forth in Article 16 r�vithin 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Pri�e or Contract Tune wiIl be valid if not
submitted in accordance with this Paragraph lO.pG.
ART�CLE 11— C�ST OF THE WOR.K; ALLOWANCES; UIVIT PRICE WORK; PLANS
QUANTITY MEASUREMFNT
11.D1 Cost of the YYork
A. Costs Included: The 1:erm Cost of the Work means the sum of aI� costs, e�cept thase exc.luded in
Paragraph 11.01.8, necessarily incurred and paid by Contractor in the proper perfarmance of the
Worlc, W`hen the value of any Work covered by a Change Order, the casts to be reimbursed to
Cantraciorwill be only those addi�ional or incremental costs required because ofthe change in the
Work. Such costs shall not iriclude any of the costs itemized an Paragraph 11.Ol.B, and shall
include bi�t not be lirnited to the �ollowing i�eins:
1. Payroll �osts for employees in. tIae direct employ of Contractor in the performanc� of the
Worlc under scheduIes of job classifications agz�eed upon by Ci�y and Contractor. Such
employees sha11 include, withaut lirnitation, superintendents, farenrien, and other personne]
employed full time on the Wark. PayrolI costs for amployees noi emplay�d fu�i tu�ne on the
Wark shall be appo�tioned on the basis of their time spent on the Work. Payro�l costs shall
include;
a. salaries wiih a 55% markup, or
b. salaries and wages plus thE cost of fru�ge benef�ts, which shalI include social security
contributions, unemployment, excise, and payroll taxes, workers' corr�pensat�on, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
Tha expenses of performing Wark ouiside of Regu]ar Working Haurs, Weelcend
Work�ng Hours, or legal holidays, shali be included in the above to the extent authorized
by City.
2. Cost of all rnaterials and equipinent furnished and incorporated in the Worlc, including casts
of transpor�tion and storage thereo% and Suppliers' feld services required in c�nnection
therevvith.
3. Rentals af all canstruction equipment and tnachinery, and the parts ihereo.f whether rented
from Contractor or others in accordance with rental agreernents appraved by City, and the
costs of transpnrtation, loading, unIoading, assembly, dismantling, and removal thereof. All
such costs shaIl be in accordance vvi� the terms o� said rental agreemenis, The rental of any
such equipment, rr�achinery, or parts shaIl ceas� when the use thereof is no langer necessary
for the Worl�.
c�m� or �oRT woRTx
5TAN17ARDC4I�STRUCTION SPECIAfCAT[ON DOCUM�IVTS
Aevision: 8�.3J�D"21
00�200-�
GEiVERAI. CONnIT16N 5
Page 42 of 63
4. Payments raaade by Cantractor to Subcontractors for Wark peirformed by Subcontractors. If
z'equired b� City, Contraciar shall abtain competitive bids from subconiractars aeceptabla to
City and Contracior and shaIl deli�er such bids to City, who will then deterinine, which bids,
if any, will be acceptab�e. If any subcont�act provides that the Sub�antractar is to be paid on
the basis of Cost of the Work plus a fee, the Subcan�ractor's Cost of the Work and fee shail
be det�t7nined in the sam� manner as Cont�•actar's Cost af the Wflrk and Fee as proaicieci in
t�.is 1'aragraph 1L�1.
S. Costs of special eonsultants (ineluding but �pt limited ta engineers, archi�ects, testing
laboratories, surveyors, attorneys, and aceountants) employed far services specifiealiy re�.ted
to the Wark.
6. 5upplemen.tal costs including the following:
a. The proportion of necessary transportation, travel, and subsistence ez�aenses of
Cantractor's ernployees incurred m discharge of duti�s connected with the Work,
b. Cos�, including transportation and ��naintenance, of all materials, supplies, equiprx3.ent,
machinery, appliances, ofFice, and temporary facilities at the Site, and hand tools r►ot
Qwned by the wdrkers, which are consumed in the perFormance of ��. Work, and cost, less
znarket value, o� such iterns used but not consumed which remain the property of
Cor�tractor.
c. Sales, consumer, use, and other similar taxes related to ihe Work, and far which
Contractor is liabl� not covered under Paragraph 6.11, as imposad by La�vs and
Regulations.
d. DepQsits lost for causes other than negligence of Contractar, any Subcontractor, ar
anyone directly or indirectly emp�oyed by any of thetn or for whose acts any af them may
be liable, and royalry payments and fees for permits and licenses.
e. Losses and damages {and rela.ted expenses} caused by damage to the Work, not
campensated by insurance or otherwise, sustained by Contractor in connectian with th.e
performance of the Wark, pro�id�d such losses and damages have resulted from causes
other than tl�e negligence of Contractor, any Subcontractor, or anyane direetly or indirectly
ernployed by any of them or for whose aets any of #hem may be liable. Such losses shall
�clude settlernents made with �he written consent and approval of City. No such losses,
damages, and expenses shall be iricluded in the Cost of tlae Work for tl�e purpose of
determining Cantractor's fee.
f, The cost of utiliti�s, fuel, and sani�ary facilities at the Site.
g. Minor expsnses such as telegrams, long distance telephone cal�s, telephone and
communication services at the Site, express and courier sen+iees, and siriv�ar petry cash
items in connect�ora with tha Work.
crr� oF roxr wox-rx
S'CANDAItDCQNSTAi1CTI0N SPECIFICATION T70C�ivIENTS
ltevision; 8r23C24121
00 �z oo - �
GENERAL COND 1710 N 5
Paga 43 of b3
h. The casts oF pramiums for all 6onds and insurance Cnntractor is required by the Contract
Docum.ents to p�rchase andmaintain.
B. Costs Excluded: The terrr� Cost of the Work shall not include any of the following items:
l. Payroll costs and other campensation of Contractor's officers, executives, principaIs {o�
partn�rships and sole proprietoxships), general rnanag�rs, safety managers, engineers,
architects, estimators, attorneys, aud.�ors, accountants, p�rchasing and contracting agents,
expediters, timekeeper�, clerks, and nther personne.l employed by Contraciar, whether at tha
Site or in Contractor's principal or branch office for general adzninistratian of the Work and
nat spec�cally included in the agreed upon schedule of job classifications referred tn in
Paragraph 11.01.A.I or specifi�ally coverec� by Paragraph 11.O1.A.4, all of which are to be
considered adm.inistrative costs co�ered by ihe Contractor's fe�.
2. Expenses of Contractor's prineipaI and branc�i offices other than Contractar's office at the
Site.
3, Any part of Contractor's eapital expenses, including interest on Cantractor's capital
emplayed for the Work and charges against Contractor for delinquent paytxients.
4. Cosis due to the negligence of Cont�actor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whos� acts arzy af them may be liable, including but not
limited to, the correction of defective Work, disposal oi materials or aquipment wrong�y
supplied, and making good any damage to praperty.
5, Other overhead or general expense casts of any kind.
C. Cor�.tractor's Fee; When all the Wark is perfarmed on the basis of cost-plus, Contractor's f�e
shall be determined as sat Forth in the Agre�ment. When the value of any Worlc covered by a
Change Order for an adjustment in Contract Price is determined an the basis nf Cast af the
Worlc, Contractor's fee shall be determined as set forth in Paragraph l2.Ol.C.
D. Documentation: Whene�er ihe Cost o�'the Work for any purpase is to ba determined pursuant �a
Paragraphs 11.O1.A and 11.01.B, Cantractor wiIl establish and maintain recards thereoi in
accordance with generally acc�pted accounting practices and submrt in a farr� acceptabl� to City
an itemized cast breakdown togetherr with supporting data.
11.02 Allativances
A. SpecifiedAllo�uance: It is understood that Cantractor has ineluded in the C�ntract Price all
aI�owances so named in ihe Contract Dacuments and shall cause the Work so co�ered to be
perfarmed for such sums and by such persons or entities as may be acceptable to City,
B. P�e-bidAllo�vances:
1. Contractor agrees that:
C]TY OF FORT WORTfi
ST�tNDARDCONS"CRUCTION SPECI�ICATIdN T7OCj.]NiENTS
[Zevisivn: &23fJ�C121
OD7200-1
GENERALCANQlTION S
Page 44 of 63
a. the pre-bid allowances include the cost to Contractor of materials and equiprr►ent requieed
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Cantractor's costs for unloading azad handling on ihe Site, labor, instal�a.tion, overhead,
profrt, and other expenses contemplated far the pre-bid allowances have been included in
the allowances, ar�d no demand far addi�ional payment on account of any af the
faregoing will be valid.
C. ContingencyAllowance: Contractar agrees that a c�ntingency allawanca, if any, is for the sole use
of City.
D. Prior to fin�l payment, an appropriate Change Order will be issued to reflect antua� atxxounts c�u�
Contrac#or on account of Work covered hy allowances, and the Contract Price shall be
correspandingly adjusted.
11.03 UnitPYice Work
A. Where the Coniract Documents provide that all or p�rt of the Worle �s to be LTni� Price Worlc,
in�ially the Contract Price will be deerr►ed to in�clude for all Unit �'rice Work an amount ec�ual to
the sv�n of the unit price for eachseparately identified rtem of Unit Price Work times the estm�ated
quantity of �ach item as indioated 'm the Agreernent.
B. The estitnated quantitie� of items of Un'st Price Work are not guaranieed and are solely for the
purpose of cornpari�on of Bzds and dctarmining an initial Contract Price. Determinations of the
actual quantities and c�assifications of Unit Price Work performed by Cont�actor wi11 be made by
Ciry subject to the proviszans of Paragraph 9.05.
C. Each unit price will b� deenned to include an amouni considered by Contractor to be adequate ta
cover Cantractor's averhead and proirt for each separately identif�ed rtern. Work described in the
CQntract Documents, ar reasonably inferred as required for a functionally eomplete installatinn,
but not ident�'ied in the listing of unit price items shall be considered incidenta.� to unit price wark
l�sted and the cast af incidental work included as part of the unit price.
D. City may make an adjustrnent in the Cont�•act Price an accordance with Paragraph 12.01 if:
l. the quant�.y of any item of Unit Price Work performed by Contractor differs materially and
signsf"icantly from ti►e estima.t�d quantity of such rtem indicated in the Agreement; and
2. there is no coxresponding adjustment with respectto any other item oi �Vork.
E. Inc�eased or Decreased Quaniities.• The City reser�es the right to order EXtra WorIc in
accordance with Paragrapk► 14.01.
1. If the changes in quantities or the alterations do not signiiicantly change the character of
work under th.e Contract Documents, the altered work will be paid for at the Contract unit
price.
Ci`1"Y OF FORT WORTH
S'1't�NDARDCONSTRUCT]ON SPECIF[CAT74N DOCUMEN'CS
Revision: 823I1.f711
oonoo-i
GENERALCONdITI�NS
Page 45 of b3
2. If the changes in quan�it�e� or alterations signif'icantly change the character of work, the
Contraci will be ainended by a Change Order.
If no uni� prices exist, this will be considered Extca Work and the C�ntract will 6e am�nded
by a Change Order in accardance with Artic�e 12.
4. A signif"icant change in the chazacter af wark occuzs when;
a. the character ofw�rk for any Item as aftered differs materially iu� kind or nature fram that
in the Co�ttract or
b. a Major Item af worlc vari�s by more than 25% from fhe ariginal Contract quantity.
5. When the qWantity of work ta bc done under any Major It�rn af the Contrac� i� more than
125% of ihe ori�inal quantity stated in the Cantract, then either �arty to the Contract tx�ay
request an adjustment to the unit price on the portion of the vvorlc tk�at is above 125%.
6. When the quantity of work to be do�e under any MaJar Item of the Contract is �ess than 75%
of the original qua�tity stated in the Contract, then either party to the Con�ract may r�c�uest
an adju�tment ta the unit price.
11.04 P1ansQuantityMeasurenaent
�1. P lans quantities may or rnay not representthe exact quantity of work perfoz�ned or material moved,
handled, or placed during the exacution of the Contract. The estimated bid q�aanti�ies are
designated as final payment quantities, unless revised by the gavern'rn� Section ar t}us ArtieIe.
B, If the qtaaniity ineasured as outlined under "Price and Payment Procedures" �aries by mare than
25% (or as sfipulated under "Price and Payment Procedures" for spec�'ic Itenas) from the total
estirnated quantity for an �ndi�idual Item originally slZown in the Contract Documents, an
adjustment may be rriade to the quantity of authorized work done for payment pUrposes. The party
to th� Contract requesting th.e adjustment will provide field rx�easurements and calculations
showing the fina] quantity for which payine�t will 6e inade. Payment for revised quantity will be
rnade at tihe unit price bid for that Item, e�cept as pro�ided for in Article 1�.
C. When quantities are revised by a chan.ge in design approved by th� City, by Changa Order, or to
correctanerror,orto �orrectanerror on the plar�s, the plans quantity will be increasedor decreased
by the anraount in�valved in the cha.nge, and the 25% �ariance will apply to the new plans quantity,
D. I�the total Contract quantity multipIied by the unit price bid for an individual Item is less than
$250 and th� Item is not originaIly a plans quantity Ifiem, then tha Itam may be paid as a plans
quantity Item if the Crty and Contractor agree in writing to frx the final quantzty as a plans quantzty.
C1TY OI^ I'ORT WORTH
STANDr1RDCONSTRUCT[ON SPECIF[CATION DpCUN(�NTS
Revision: 823(Z021
(}0 72 00 - I
GE�I�RAL GON� ITION S
Page 46 af 63
E. Eor callout work ar non-site specific Contracts, the plans quantzty measurement requireznents are
noi applicable.
ARTICLE 12 — CHANGE OF CONTRACT PR.ZCE; CAANGE OF CONTRACT TIME
12A1 Change of Corrtract Price
A. The Contrac� Price may anly be changed t�y a Change Order.
B. The value of any Wark covered by a Change Order will be det�rmiried as fallows:
l. where the Work irivolved is covered Uy unit pric�s contained in the Contract Docurnents, by
applicati�n of suchunit prices to the quantities o�the items involved (subject to the provisians
of Paragraph 11.03); or
2, where tHe Work involvad is not cavered by unit prices cantained in tb.e Contract Documents,
by a znutuaIly agreed lump sUna or unit price (whicl� may inclu�e an allowance for overhead
and pro£'rt not r�ecessarily in accordance wiih Paragraph 12.O1.C.2}, and shall inclUde the co��
oi any secondary nnpacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work it�volved is nat covered by unit prices contained in tihe Confract Documents
and agreementta a rump surn or unit price is not reachedunder Paragraph 12.O1.S.2, on the
basis of the Cost af the Work {determined as provided in Paragraph 11.01) plus a Contractor's
fee for overhead and prof�t (determined as provided in Paragraph 12.O1.C).
C. Cont�actor's �'ee: The Contractar's additional fee for overhead and pro�t shall be determined as
follows:
1, a rnu�ually acceptable f�ed fee; or
2. if' a fixed fee is not agreed upon, then a fee based on the following percentages of the various
partions af the Cost of the Wark:
a. For costs incurred under Paragraphs 11.O1.A.1, ll.O1.A.2. and 11A1.A.3, the
Cont�actor's additianal fee shall be 15 percent except for:
1} ren.tal %es for Cantractor's awn eq�,lipment using standard rental rates;
2) bon�s and 'msurance;
b. for costs incurred under Paragraph i 1.Q 1.A.� anci 11.01.A.5, the Co�tractor's fee shall be
five percent (5%);
1} whexe one or more tiers of subcontra�ts are an th� basis of Cost of the Work plus a
fee and no fi�ed fee is ag�eed upon, the intent of Paragraphs 12.O1.C.2.a and
12.O1.C.2.b is that the Subcontractor who actuaily perfnrms t�ae Work, at whatever
CITY OF FORT W�RTH
STANDt1ILDCONSTRUCTI0IV SPGCIFICATION DOCEIMENT'S
Reaision: 8I1,311{�.1
oa �z ao - i
GEi��RAI. CAiJ�ITIDiJ 5
Page 47 of 63
tier, will be paid a fee af 15 percent of the casts incurred by such Subcantractor under
Paragraphs 1I.01.A.1 and 11,O1.A.2 and that any higher tier Subcontractor and
Contractor will each ba paid a fee af five percent (5°/fl) of the a�inount paid to the next
lower tier 5ubcontractor, however in no case shall the cumulative totaI of fees paid be
in excess of 25%;
c. no fee shall be payab]e on the basis of costs itemized under Paragraphs I I.01.A,6, and
11.DI,B;
d. the arnount of credit to be allowed by Contractor to Ciry for any change which results in
a net decrease in cost will be the arr�ount afthe actual net decrease it� ca�t plus a deductian
in Contractor's fee by an amount equal ta five percent (5%j of suc11 net decrease.
12,fl2 Change of Cant�act Tirrre
A. The Contract Time �nay only be changed by a Change Order.
B, No extension of the Contract Time will be allowed far Eactra Work or for �laimed delay un�ess the
E�tra Wark contemp�ated ar c�aimed delay is shown to be on ihe critical path of the Project
Schedule ar Contractar can show by Critical Path Method analysis howthe Extra Wor]c or ciauned
delay adversely affects the critical path.
I2.�3 Delays
A. Whera Contractor is reasonably dela.yed in the performance or completian of any part of the
Work �uithin the C�antracfi Time due to delay beyond ihe control of Contractor, the Contract Titxie
rnay be extended in an ainount equal to the time �ost due ta such delay if a Contract Claim is made
therefor. Delays beyand the conirol of Contractor shall inelude, but not be Iimited to, acts or
neglect by Ciiy, acts or neglect qi uti�ity owners or other cont��aciors perforrning other work as
con.templated by Article 7, f�res, floads, epidemics, abnormal weaiher conditio�s, or acts oi God,
Such an adjustmeni shall be Cantxactor's sole and exclusive remedy for the de]ays described in
tivs Paragraph.
B. If Cantractor is delayed, City shall not be I�a.ble �a Contractor for any clauns, costs, Iosses, ar
damages (including but not limit�d to ail fees and charges of engmeers, architects, attorneys, and
other prafessionals and alI court or arbih�ation or other dispute resoluttan costs} sustain�d by
Contractor on or in connection wi� any oiher project or anticipated project.
C. Contractor shall not be entitled to an adjustment m Contract Price or Contract Time �or de]ays
v�ithin the cantrol of Contractor. Delays attrfbutable to and within the control of a Subcontra�tor
at Supplier shall be deezned to be delays r�ithin the control of Coniractor.
D. The Contractor shall receiv� no compensation far defays or hindrances to the Work, exceptwhen
direct and unavoidable e��ra cost to the Confractor is caused by the failure of the City to pxovide
inforrnation or materi�I, if any, which is to 6e furnished by tE�e Ciry.
C1TY(7F FQRT WORTH
5TAN17ARbCONSTRUCTION 5I'EC[FICAT[ON DO.CUMENI'S
Revisinn: 8�1312D21
DD7200-]
GEIVE�iALGONDlTION 5
Page 48 vf 63
ARTIGLE 13 — TEST� AND INSPECTIONS; CO�2i2ECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.O1 Notice of Defeels
Notice of all defective Work of wh�ch City has actual knowledge will be gsven to Contractot.
Defective Warlc may be rejected, corrected, or accepted as pro�ided in this Ar�icle 13.
13.02 Access ta Wo�k
City, independent testing laboratories, and governmental agencies vs�ith jurisdictional interests wiI1
ha�ve access to the Site and the Work at reasonable times for their observation, inspection, and testu�g.
Contractor shall provide them proper and safe conditions fi�r such access and advise �em of
Contractor's safety pxaceciures and programs so that they inay cnmply therewi�h as applicable.
13.03 2'ests and I�spections
A. Contractor shall give City timely notice of readiness of the �+Vork far all raquired inspectio�s,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. Ii Contract DocUments, Laws or Regulatians of any pubfic body having jiarisdic�on r�quire ar►y
o� the Work (or part thereof} ta be �spected, tested, or approved, Gon�actor shaIl assume Full
responsibility for arra�ging and olatainjng such independent inspections, tests, retests or apprdvals,
pay all costs in connection therewrth, and furnish City the required certifzcates of inspection or
approval; excepting, however, thase fees specifically identif'ied in the Supp�ernentary Cond�tions
ar xny Texa� Department of Lice�asi.u�e and ReguIation (TDLR} mspections, which shall. be paid as
describ�d in the Supplementary Conditions.
C. Contractar shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspeetions, tests, re-tests, or appro�als required for City's acceptance of materials or
equipment to he incorporated in the Wark; or acceptance oftnaterials, m� designs, or equipm�nt
subrraitted for approval prior ta Contractar's purchase thereof far incorporation in the Work.
Such inspections, tests, re-tests, or approvals s4iall be performed by organizations acceptable to
City.
D. Ci�ty rnay arrange for the ser�ices of an independent testing laborafory {"Testing Lab") to
perforna any inspections or tests ("�'estin.g") for any part of the Work, as determined solely by
City.
l. City will coordi�ate such T'esting to the e�tent possiE�le, witY► Contractor;
2. Sk�ould any Testing under this Section 13.03 D result � a"fail", "�did not pass" or otk�er
similar ne�ative resui�, the Contractor shall be responsible For paying for any and all retests.
Contractor's cancellation without cause of City inrtiated Testing shall be deerr�ed a negative
resul� and require a retest.
CiTYOF FORT WORiT�
STAI�IDARl]CONSTRUCT[ON SPEClF1CATIaN DOCUMGNTS
Revisinn: 8fL'i�21
oa�2ao-i
GEi�ERAL CONO IT f ON S
Yage 44 of 63
3. Any ainnunts awed far any reiest under this Section 13.03 D shall be paid directly to ihe
Testin� Lab by Cantractor. City will forward al[ itivoices %r rete�ts to Gontractor.
4. If Contractor fails to pay the Testiz�g Lab, City will not issue Fu1aI Payment until the Testir�g
Lab is paid.
E. Ii any Work (or the �vark af athers} that is to be inspected, tested, or approved is covered by
Contractor without written conc�.u•rence of C�ty, Coni�actor shall, if requested by City, uncaver
such Worlc for obser�ation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense,
G. Coni�actor shall have �he right to malce a Con�ract Claim regarding any retest or invoiee issued
under Section 13.03 D.
13.04 Uncavering Work
A. If any Work is co�ered contrary io the Contract Documents or speci�"ic rostructions by the City, ii
mvsti, if requested by City, be uncovexed for Ciiy's observation and replaced at Contractor's
e�pense.
B. If City cansiders it necessary ar advisabIa that covered Wark be observed by City or inspected or
tested by others, Contractor, at City's r�quest, shali �ncover, expose, or otheitivise make ava�lable
for abservation, inspection, ar testing as City nn�y requ�re, that portian of the Work m question,
furnishing alI necessary labor, material, and eqL�ipinent.
If i� is Faund that the uncavered Work is defeciive, Contractar shalI pay all c}aims, costs,
losses, and damages {including but not limited ta all fees and charges of engineers, architects,
attorneys, and oth�r professionals and a11 court o�• other disput� resalution costs) arising out of
ar relating to such uncovaring, �xposure, obser�ation, inspection, anei tesi�g, and of
satisfactory replacement or recons�euction (includ'u1g but not lirnited to alI costs af repair or
replacement of work of others); or City shall be ent�led to accepi dafective Work in accordance
with Paragraph 13.08 in which case Contrac#or sha�l still be responsible iar all costs associated
with exposing, obs�rving, and testing tha de%ctive Work.
2. If tk�e rancovered Work is not found to be de�ecti�e, Contractor sf�a.11 be al�owed an increase
in the Contract Price or an extension of the ContractTune, or both, di�ectly attributable �a such
uncovarirzg, expasure, observation, inspection, testii�g, replacem.ent, and reconstruction.
13.OS CityMay,Stap the IWork
If the �ork is defective, or Contracior fails to supply suffiCient sk�led workers or suitable materials
or equipment, or fails to perform the Vl�ork in such a way that the completed Work will conform to
the ContractDocuments, City may order Contractor to stop the Work, or any portion thereof, until the
cause for such ordar �as been eliminated; hawever, this right of City to stop the Work shall not gi�e
rise to any duty on the part of CiEy to e�ercise this right far the benefit of Contractor, any
CITY OF FORT WQRTH
STANDARDCQNSTRl1GTI0N SPECIP[CATION DCICUNfENTS
Revisi on: 8rL�%102]
007200-1
GEN�RAL CONDITIDiJ S
Page 50 of 63
Subcontractar, any Supp�ier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.0� Correction o�Removal of Defective Work
A. Promptly after receipt of written notice, Cantractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, insta.11ed, or completed, or, if the Worl4 has been
rejected by City, remove it from the Praject and �replace it with Worlc that is not defective.
Contractor shall pay alI claim�, costs, additional testing, losses, a�d damages (includ�ng but not
]imiEed to all fees and charges af engineers, archi�ects, attoz-neys, and other professionals and alI
coutt ar arbitration or other dispute resoIution costs) arising out of or relating to such correction
or removal (including but not lu�nited to a11 costs of repair or replacement of work of others).
�'aiture to raquire the remo�al afany defective Work shall nat constitute acceptanceofsuch Work.
B. When cQrrecting defective Work under tlle terzx�s �� this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no actian that would r�oid ar otherwise impair City's specia� warranty and
guarantae, if any, on said Work.
13,Q7 Co�rection Per�iod
A. If within ttivo (2) years after the date af Final Acceptance {or such longer period af titne as may i�e
prescribed by the terms of any appficable special �uarantee raquired by the Contract Docurnents),
any Wark is �aund to be defective, or � the repair of any damages ta the land or areas made
availab�e far Contractor's use by City or pert�itted by Laws and Regu�atzons as contempla:ted in
Paragiraph 6.10.A is faund to be defect�ve, Contxactor shall promptly, without cost ta City and in
accordance with Ci�y's written instructions:
l, repair such de%ctive land or areas; or
2. correct such defective Work; or
if the defective Work has been re�ected by Ciry, remove it fro�n the Project and replace it
with Wark that is not dsfective, and
4. satisfactorily correct or repaix ar remov� and repl�ce any damage to other Work, ta the work
of athers or other �and or areas resulting therefirom.
B. If Contractor does nat prorz�ptly camply with the terms of City's wr'ztten instructions, or in an
emergeney where delay woutd cause serinus risk of loss ar damage, City may have the c�efective
Work corrected ar repaired ar may ha�e ti�e re3ected WQrk removed and repIaeed. All claims,
eosts, losses, and damages (including but not limited to all fees and charges af engineers,
architects, attorneys, and other professionals and all court or other dispute resoIution costs) arising
out of or relating to such correction ox repair or such removal and r�placement (including but not
limited to all costs of repair or replacement of wQrk of others} will be paid by Cantractor.
CITY OFFORT WOATH
STANDARDCbIVSTRUCTION SYECIi'[CATIdIV DQCI]MENTS
Rwision: f3tL3l�U21
ao�zao-�
��NERa�ca�niria� s
I'age 5 l of G3
C. In specia� circumstances where a particu]ar item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that it�m may start fo tun from
an earlier date if so provided in the Cantract. Docutx�ents,
D. Where defective Work {and dan�age tn other Work resulting therefrorn) has been corrected ar
remove.d and replaced uncier tl�is Paragraph 13.0'1, the car�•ection period k�ereunder wrth respect
to such Work may be required to be e�tended for an additional period af one year after the end of
the initia] correction period. City shall provide 30 days written notice to Contractor should such
additional w�rranty coveragt; be requ�red. Contractor may dispute t�ais requi�ement by filing a
Contract Claim, pursuanf to Paragz�aph 1U.06.
E. Contrac�or's obl�gaiions under tI�is Par�.graph I3.07 are in addi�ion to any other obliga�ion or
warranty, The provisions of this Paragraph 13.07 shall not be construed as a substitute for, ar a
waiver af, the pravisions of any applicable statut� of l�nitation or repose.
]3.08 Acceptance afDefective Work
If, instead of requiring correction or r�moval and replacement of defec.tiv� Worl�, City prefer� ta
accept it, City may do so. Contractar shaIl pay aIl claims, costs, losses, and damages (including but
nat l�nrted to alI fe.es and charges of angineers, archrtects, attorneys, and other professiona�s and all
court or ather di�p�ite resolutian costs) attributable to City's e�aluatian of and deterrriination to accepi
such cfefective Work and for the diminished value of the Work to the e�ent not otherwise paid by
Contractor. If any such acceptance occ�ars prior to I'inal Acceptanee, a C.hange Order will be issued
incorporating the necessary revisions in #he Contract Documents with respect to the Worlc, and City
shall be eniitIed ta an appropriate decrease in t�e Contract Price, reflecting the diminished value of
Work so accepted.
13.Q9 Gity May Correct Defeciive YYark
A. If Contractor faiis within a reasonable tune after wz•itten naiice fratx� Cit� to carrect defective
Work, or to remo�e and repIace rejected IVork as required by City in accordance v�rth Paragraph
13.Ob.A, or i£ Contractor fails ta perfarm the 'Work in accordance with the Contract DocUments,
ar i� Contractor fails to cainply �vrth any ather provision of the Contract Dacuments, City may,
aft�r seven (7) days written natice to Con�ractor, carrect, ar r�medy any such de�ciency.
B. In exercising the rights and remedies under this Paragragh 13.09, City shall proceed
exped'ztiousl�. In connection with suck� corrective or remedial action, City may exclude Contracfor
frozn alI nr part of the Site, take possession of aI2 or part of the Wark and suspend Contractar's
services related ihereto, and ir�carporate in the Warlt all materials and �quipment incorpox•�ted in
the Work, stored at the S�te or for which City has paid Contractor but which are stored elsewhere,
Cont�actor shall allow City, City's representativ�s, agenxs, consultants, employees, and City's
other contractors, access io the Site to enahle City to exercise the rights and remedies under this
P aragraph.
C. All c�aims, costs, loss�s, and damages (mcluding but not litnited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or ather d�spute resolution
CCI'Y dF F'ORT WQRTFI
5TANDARDCONSTRUCTIpN SPECIP[CATION DOCiIMENTS
Revisinn: �l
flD7240-1
GE1+1ERAl. COiJ n 1710 N 5
Page 52 of 63
cost�) incurred or sustained lay City in exercising the rights and remedie� under tliis Paragraph
13,09 wzll be charged against Contractor, and a Change Order will be issued izacorporating the
necessaryre�is�ons m the Cantract Documents with respect to the Worl�; and City shal� be entitled
to an apprnpriate decrease in the Con�ract Price.
D. Contractor shaIl not
performance of the
Paragraph 13.09.
be allowed an e�tension o� the Contract Time because of any �elay in the
Work attributab�e io the exercise of City's rights and rernecfies under this
ARTICLE 1� —PAYMENTS TO CONTRACTORAND COMPLETION
14.01 Schedule of Values
The Schedule of Value� far lump s�rrz cantracts established as pravided in Paragraph 2.07 will serve
as the basis far progress payments and will be incarporated into a form af Applicatian for Payment
acceptable to City. Progress payments on account oi Unit Pric� VVark will be basad on the number of
unit� completed.
14.02 Pr�ogre,s,s Payments
A. Applieations for Pcaymenis:
�
S.
1. Contractor is responsible for provid�g all infartnation as required to become a vendor of the
City.
2. At least 20 days before the dat� esiablish�d in the General Requir�ments for each progress
payment, Contractor shall submit to City for review an Applicatian for Payinent fi�ed out and
signed by Cont�actor cavering the Wark completed as of the date of the Appiication and
accampanied by such suppnrting documentation as is required by the Cor�tract Documents.
3. IF payment is requested on the basis of materials and equipment not incarporated in the Work
but delivered and suitably stored at the Site or at ana�her location agreed to in writing, the
Apgfication far Payment shall a�so be accompanied by a bill af sale, irivoice, or other
documentation warranting that City has received the materials and equipment free and clear o�
all Liens and evidence that the materials and equi�ment are covered by appropriate insurance
or other arrangements to protecf City's interest therein, all of which must be satis�actory to
Cily.
B�ginning with the second Application for Payment, eachAppli.cation sha11 include an affida�vit
of Contractor stating that previous progress payments received on account of the Work ha�ve
been applied on account to discharge Contractor's legitunate obligations assnciated with prior
Applications for Payment.
The amount of reiainage r�vith respect to ]�iO�P�55 payments will be as described 'zn
subsection C. unless otherwise stipulated in the Contract Documents.
CITY O�' FORT WOR7'H
STANT7ARDCOtJST1ti7CTI0N SPECIPICATION DOCLTMENTS
Revision; 8/23f�O�.l
oa�zoo-i
GENERALGQN�ITIONS
Page 53 of 63
B. Review ofApplications:
l. City wi�, after receipt of each Appiication for Payinent, either indicate ira wri�ing a
recommendation of payment or return the Application to Coiltractor indicatirzg reasons for
reiusing paymeilt. In the latter case, Cantractor rr�ay make the neeessary corrections and
resubz�z�it the Application.
2. City's pracessing of any payment requested in an Appl�cation for Payment wi�l be based on
City's observations of the exe�uted Work, and on City's review aftha Application for Paynnent
and the accompanying data and schedules, that ta ihe bes� of City's Icnowledge:
a. the Wor� has progressed to the poini indicated;
b. the c�uality of the Work is generally in accordance witl� the Contract Documents (subjecl:
to an evaluafiion af the Work as a functiontng whole prior to or upon Final Acceptance, the
results af any subsequent tests called for in the Contrac� Documents, a final deterzxiination
of quantities and classifieations for VVorlc periarmed Under Paragraph 9.QS, and any other
qualif�cations stated in the reco�nmendation).
3. Processing any such payment will nt�t thereby be deemed to have repre.sented tl�at,
a, inspections made to ck�ecicthe quality or the quantity of the Work as it has been performed
have be�n e�chaustive, extended to every aspect nf the Work in progress, or involved
detailed inspections of the Work beyond the responsib�lities specificaIly assigned to City
in the Contract Doctunents; or
b. there may noi ba other matters o.r issues between tl�e parCies that might entitle Contractor
to be paid addi�ionally by City ar enti�Ie City ta withhold payment to Contractor; nr
c. Cant�actor has cornplied with Laws and Regulations applicable to Contractor's per%rinance
of the Work,
4. City rnay refi�se io process the whale or any part of any payment because of subsequently
discavered evidence or the results of subsequent inspections or tests, and revi.se or rer+olce
any such payment previously made, to such extent as may be necessary ta protect City from
loss because:
a. the Wark is defective or completed Work has b�en damaged by the Contractor or
subcontractors requi�ing correctian or replacemer�t;
b. discrepancies in q�aantities contained in previous app�ications for payment;
c. the Contract Price has been reducec! by Change 4rders;
d. City has been required to correct defective Work ar camplete Work in accardance with
P aragraph 13. Q9; or
C1TY OF FORT WORTH
STANDARDCONSTRUCT[aN SPECITICAT[ON �OCUMENTS
Re�ision: fSCL3l�21
0�7200-I
C�ENERAL CONDIT ION S
Fage 50. af 63
e. City has actual lcnovvledge of the occurr�nce of any oithe e�ents enumerated in
Paragraph 15.02.A.
C. Retatnage:
1. For contracts less than $4�0,000 at the time Qi execution, retainage shall be ten percent
{10%).
2. Far contracts greater than $400,000 at the time of execution, retainage shall be frve percent
�J%).
D. Liquidated Damages. For each calendar day that an.y work shall remain uncompleted after the
time spec�ied in the Contract Doc�art�ents, the sum par day specif"ied in the Agreement wili be
assessed agai�st the monies due the Contractor, not as a penahy, bUt as daznages suffered by the
C ity.
E. Payrtzent.� Contractor will be pa'rd pursuant to the reqUiremenis of this Article I4 and payrr►ent
will �ecome due in accordance with the Contraet Documents.
F. Reduction in Payment:
1. Ci�.y rr�ay refuse to make payment of the amount requested because:
a. Liens have been fiied in cannection witf� the Work, except vdhere Cantractor has delivere d
a specifie bond satisfactory to Ciry to secure the satisfaction and di�charge of such Liens;
b, there are ather items entrtlir�g City �o a set-o£f against the am.ounfi recommended; or
c. City has actual knowledge of the occurrence of any of the events enumeratx;d ir�
Paragraphs 14.02.B.4.a through 14.02.B.�.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons far such action and pay Co�tractor any amount remainjng after
deduction of the amaunt so withheld. City shal� pay Contractor the amount so wit.hheld, or any
adjustment thereto ageed to by Gity and Cantractor, when Contractor rerxzedies the reasons
far such action.
14.03 Contractor s Warranty of Title
Contractor warrants and gt�arantees that title to all Work, maierials, and aquipment co�rered by any
Applicatxon %r Payment,whether incorp�rated in the Project or not, will pass to City no later than the
time of paynient free and clear of all Liens.
C�TY OF FORT WORTH
STANI7ARDCON5TRiICTION SAEClFICAT[ON 170CUMENTS
Revision: 8?3C10z1
ao �z oa - i
GENERAL CAND ITION S
Page 55 of 63
14.44 Partial Utalization
A. Priar ta Final Acceplanne oi all the Work, City may use or nccupy any part of the VWork which
ha.s specifically been identitied in the Cantract Documents, or which City dei�1•mines canstitutes
a separately functioning and usable part of the Worlt that can be used for its intended purpose
wrtho�t signi�aant interferen�e t�vitI� Contractar's performance of ihe remainder of ihe Wark. City
at any time may natify Contractor in writing to permit City to use or occ�xpy any such part of the
Wark which City determines to be ready for its intended use, suhject to the following conditions:
l.. Confxactor at any time may notirFy City in writing tha.t Cont�actoc considers any such part of
th.e Wack ready �or its intended use.
2. �ithin a reasonab[e time after not�cation as enumerated in Paragraph 14.OS.A.1, City and
Cantractor �hall ma%e an inspection of that part of the Work to detezmine rts status o�
cornpletion. If City does not cor�sider that part of the Wark to be substantially complete, City
will notify Contraetor in writing giving the reasons tI�erefor.
3. Partial Utilization will not eonstitute F�al Acceptance by City,
I4.fl5 Finallnspectfon
A. Upan writ�en notice from Contractor tkaat the entiz�e VVoz-k is S u b sfia nt ia l ly Complete in
accardane� with tk�e Contract Documents:
1. Wi�hin 1Q days, Ci�y will schedule a F�al Inspection with Contractar.
2. City wiU z�otify Contracto�• in wrifmg of al1 pairticulars in which this inspection reveals tihat
the Work is incomplete or defective ("Punch List Items"}, Contractor shall immediataly talce
su.ch measures as are necessar� ta eornplete such Work or reme�ty such defieiencies.
B. No tune charge will be made against the Cant�'actor between said date of notificat'ron to the Cily
of Substan�ial Complet.ion and �lle date of Final Inspection.
]. Should the City determine that the Work is not read� for Final Inspection, Ciry will noiif'y the
C.ontractor in writing of the reasons and Coniract Tirne wi�il re5ume.
2. Should the City concur that Substarrtial Campletion has been achieved with the exc�ptian of
any Punch List Items, Contract Time will resume foz- the durafiion i� takes for Canira�tar to
achieve �`inal Accaptance,
14.06 FinalAcceptance
Upon coznpletian by Contractor to Ciiy's satisfaction, of any aclditional Work identified in th� Final
Inspection, City will issue to Gontractor a Ietter of Final Acceptance.
CITX OF FORT WORTH
STANDARDCQNSTRUCTION SPEC[FICATION D�CUM�hITS
Revision: 8I13i1021
�07200-1
GEIVERALCONti171DN 5
Page 56 of 63
14.07 Final Payrrrent
A. Applicationfor�Payrnent.'
1. Upon Final Acceptance, and in f.he opinian of City, Contractor may make an appl�cation for
final payrnent follawing the procedure for progress payrnents in accordance �ith the
Contract Documents.
2. The final Application far Payrnent sha13 be accampanied (excepi as previously delivered) by:
a. alI documer�tation called for in the Contract Documents, incluciing bLrt nat Iimited to the
evidence of insurance requ�'ed by Paragraph 5.03;
b. cansent of tl�e sureiy, if any, to final payment;
c. a list of all pending or released Damage Clanns against City that Contz°actor b�Iieves are
unsettled; and
d. affida�its of payments and camplete and legally effective releases or waivers
(satisfactory to City} af all Lien rights arising out of or Liens filed in connectinn with the
Work.
B. Payment Becor�a�s Due:
1. After City's acceptance of the Application for Payrrzent and accompanying documentation,
requested by Contractor, �ess previous payments made and any su�r► City is entitled,
�ncluding but nat lirnit�d to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evider�ce that the Darz�age Ciaim has been reported to Contractor's
i�surance provider for rasolution.
3. The makirzg of the fnal paym�ent by fikie City shaIl not relieve the Cont�actor of any
guarantees or other requirements of the Contract Docum.ents which spec�£ically cantinue
thereafter.
14.fl8 �'inai Cotnpletian Delayed and Partial Retai�age Release
A. If final comp�etian of the Work is significantly de�ayed, and if Cily so conf�rms, Ciiy may, upon
receipt of Con�ractor's fmal Application %r Payme�nt, andwithout terrninat�g the Contract, make
payrr�ent af ihe balance due for that portion of the Waek fully cornpleted and accepted. If the
rernaming ba�ance to be held by City for Work not fully compieted ar eorrected is less than the
retainage siipula.ted in Paragraph 14.02.C, and � bonds have been furr�ished as required in
Paragraph 5.02, the written consent oi tl�e surety ta the payment af the balance due for that
cir�r or FORT wor�rH
STANDARDCONSTRIlCTION SPEC�FIC�1T[O1� DCICUMhfi1T5
Revision: &23C2021
oa�zao-�
GENERALCOND1710iJ S
Pa�e S7 of 63
portion of the Work fuIly campleted and accepted shall be subrnitted by Corrtractor to City with
the Application for such paynnent. Such payinent shali he made �ander the te�ms and condiiions
governiirzg fn1�I payment, except thai it shall not constitute a waiver o�' Contract Claiz�ns.
B. Partial RetainageRelease. For a Contract that provides far a separate �egetaiive establishment
and mainter�ance, and test and perfo�•mance periods foliowing the coxnpletion of all ather
constr�ction in t�e Corttract Documents for alI Work Iocations, the City may release a partion af
the amount retau�ed provided tk�at all oih�r work is completed as detec7r�ined by the City. Before
the release, al� submitta]s and fmal quantities must be completed and aecapt�d �or alI other work.
An amaunt sufficient to ensure Contract coznpliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will consiitute a release of the City from a1l claims or liak�i�ities
under ihe Cantract for any�k��g dane or furnished or rela�ing to the woric �ander the Contract
Dncuments ar an� act or negJect af Ci�y related to ar connected with th� Contract.
ARTICLE 1� — SUSPEN�LON OF WORI� AND TERMINAT`ION
15.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereoi by written
notice fio Contiractor and which i�nay f� the date on which Work wilI be resumed. Contractor sha11
res�une the Wark on the date so f�ed, Durirlg temparary suspension of the Work co�ered by thesa
Contract Documents, for any rea�on, tlie City will rnak� no extra paylnent %r stand-by time of
constructian ec�uipment and/ar construction cre�vs.
S, Should the Coniractor not be able to corriplete a portion oF the Project due to causes beyond the
contea] of and wrthout tl7e fault ar negligence of the Contractot, and shouid it be determined 6y
mutual conserrt of the Contractor and Ciiy that a solution to auow constructiion to pracaed is not
available within a reasanable period of time, Contractor may rec�uest an extension in Contract
Time, directIy attributable to any such suspension.
C. If [t should become necessary to suspend the Work for an indefinite period, the Contt'actor shall
store all materia�s in such a. manner that they will not obst�-uct or impede the public Unnecessarily
nor becoine damaged in any way, and he st�all take every precaution to prevent damage or
de�erioration of the work perfoz�rned; he shall pro�ide suitable drainage abaut the �vor�<, and ereet
tempora3ry st�uctures where necessary.
D. Contrac�or rnay be reimbursed far the cost af mo�ing hi� equipmant ot'f the job anc! returning t�e
n.ecessary equipment to the job when it is determined by t11e City that construct�on may 6e
resumed. Such reimbursemer►t shall be based on actual cost ta the Contraetor of moving the
equipment and no profrt will be allowed. Re�nbursement may not be allowed if the equiprxYent is
moved to another constructian project for the City.
GITY �F FOEZT WORTH
STANpARDCON97'R�ICTION SPECIPICATION DOCi.TMENTS
Revision: �1
OD72.00-f
G�NERAL CONDITION 5
Page 58 of 63
15.02 Gity May Terminate for Cause
A. The occurrenoe of an.y one or more of the following events by way of example, buf not of lirnitation,
may justify termination for cause:
1. Contracior's persistent failure to perfarrr� the Work in accordance wi�h the Contract Documents
(including, but not limrted to, failure to supply sufficient skif�ed r�orlcexs or suitable materials
or equipment, failure to adhere ta tI�e Pro�ect Schedule established under Paragrap� 2.07 as
adjusteci fram t'rme ta time pursuant to Paragraph 6.04, or failure to ad4�ere to �he City's
Business Diversity E�aterprise Ordinance #2002Q-12-2Qllestablished under Paragraph
b.Qb.D);
2. Cantractor's disregard of Laws or Regulations of any public body ha�ring jurisdiction;
3. Cont�actor's repeated disregard of the authority of Ciry; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to pramptly make good any defect in materia�s or warkmanship, or
defects of any nature, the correctian of which has been directed in writsng by the City; ox
C. Substantial indication that the Cantractor has made an unauthorized assignme�t of the
Contract ar any funds due therefrom for the benefrt of any creditor or for any other purpose;
or
7. Substaniial evidene� that the Con�ractor has became insolvent or banl�upt, or otherwise
financiaily unable to carry on the Vljork satisfactorily; or
S. Contractor commences �egal action in a court of corr�petent jurisd�etian against the City.
B. If one or rriore of the events identif'ied in Paragraph 15.02A. accur, Ci�y wi� provide written natice
to Contractor and Surety to arrange a canference with Co�tractor and Surety to address
Contractor's failure to pe�orm the Work. Conference shaIl be held not I�ter than 15 days, after
receipt of notice.
1. If the C�Ly, the Contractor, and the Surety do nat agree to ailow ihe Contractor to proceed to
perform the consteuction Contract, the City may, to the extent permitted by Laws and
Regulatian.s, declare a Contractor de£ault and farmally terminate the Contractor's right to
camplete �ie Contract. Contxactor dafault s�ali noi be declarec� earlier than 20 days after tk�e
Contractor and Surety have received notice of conference ta address Contractor's failure to
perform the �'ork.
2. If Cnntractor's services are terminated, Surety sha.11 be obligated to take over and perform the
Work. If Surety does not commence performance thereaf witl;in 15 consecutrve calendar days
after date of an additional written notice demanding Surety's performance of i�s
C1TY OF FOR'C WORTC-1
STANDARDCONST1tUCTIQN SPEC[FICATION DOCUMENT3
Aevision: 8lL3/11121
0472OD-1
G�NERRLCO�inITION S
Page 59 nf 63
obligatians, then City, wnhout process or action at ]aw, inay take over any portion of th�
Vtrork and campl�te it as descri6ed below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials an.d equipm�nt incorporated into the Wock
stored at the Site or for which City has paid Contractox or Surety but which are stored
elsewk�ere, and fuvsh tlae Work as City may deem expedient.
Whether City or Surety complet�s the Work, Coniractor shalI not be entitled to �eceive any
furfher payment until the Work is �ini�hed. If the unpaid balance of the Contract Prica e�ceeds
all claims, costs, lasses and darnages sustained by CEty arising out qf or resultir�g from
completing the Wark, such excess will be paid ta Contractor. I�such c�aims, costs, losses and
damages exceedsuch unpaid balance, Contractor sk�all pay the diFference to City. Sueh ciaims,
costs, aosses and damages incurred by Ciry will be incorparated in a Change Order, provided
that when exercising any rights or remedies under this Paragraph, City shal� not be required to
obtain the lowest price for th� Worlc performed.
4. Naither Ciky, nar any of its respect'rve consultants, agents, offcers, di�ectors ar employaes
shall be irt any way liable or accountable to Caniractor or Surety for the method by which the
completion of the said Wark, or any portion thareaf, may be accomplished or %r the price paid
therefor.
5. City, notwithstandin�g ihe method used in comp�eting the Cantract, shall not farfeit the righ�
to recover damages from Contractor or Suret� for Contractar's faiEure to timely complete the
entire Contract. Contractor shall not be enti�Ied to any claim on accaun:t af the method used
by City in completing the Contract.
6. Maintenanee of the Work shall con�inue to be Contractor's and Surety's respansibilities as
provided for in the bond requir�ments of the Contracfi Dacuments or any specia] g�arantees
provided for under the Coniract Dacuments or any ather obl�atians otherwise prescribed by
law,
C. Notr�ithstanding Parageaphs 15,02,�, Cont�aetar's services vvill not be terminated if Contractar
begins within se�en days of eeceipt of noiice af intent to terminate to correct i�s failvre to perform
and praceeds diligently to cure sueh failure wEt�ain no mare than 30 days af receipt af said r�oiice.
D. Where Contractor's ser�ices have been sa terminated by City, the termination wil� not affect any
rights or remedies of City against Cantxactor then existing or which may thereafter accrue. Any
retentian or payrr�ent of maneys due Contractor by City will not release Conf�actor from liability.
E. If and to the extet�t that Contractor has pra�ided a perfarmance bond under th� provi�ions nf
Paragraph 5.02, the terznination procedures of that bond sha ll nat supersad� the provisions of this
Article,
GITY OF F ORT WOR'FH
STANDARI7CONSTRUCTION SPECIF[CAT10N DOCUIvIENTS
Revision: 8IL3C2021
aa�zoo-�
GENERALC(33J�1710iJ S
Page 6fl oi 63
15.03 City May TeYrninate Far Convenience
A. City may, without cause and without pr�judice to any ati�►er right or remedy of City, terrr►inate tlie
Contract. Any termination shall be ef�ectedby ma.i�ing a noiice of tihe termination to the Contractor
specifyir►g the ex#ent tn which perfarmance �f Work under the contract is ternrainated, and �he date
upon which such tez-r�ination becoines effective. Receipt of the notice sha� be deemed
conclusively presume� and established when the letter is placed in the United S�ates Postal Service
Ma�7 by the Ci�.y. Fu�-ther, �t shall be deemed conclusrvely presumed and established that such
termiriation is made with just cause as there� stated; and no proof in any claim, demand or suit
shall be requir�d of ihe City regarding such discretionary action.
B. After receipt af a notice of termmation, and except as otherwise directed by the City, the
Contractor shall:
1. Stop workunder the Contracton the date and to the e�ent specifed in the notice oftermination;
2. place no further orders or subcantr•acts for materials, services or facilities except as rnay be
nec�ssary for eampletion of such portifln of the Wark under the Gontract as is not terminated;
3. ternlinate a!1 orders and �ubcon�•acts to the extent that they relate to the performance of the
Worl� termu�ated by notice af termu�ation;
�, transFer trtie to the City and deli�er iri the rnanner, at the tienes, and to the e�tent, � any,
duected by the City:
a. tl�e fabricated or unfabricated parts, Work in progress, completed Warl�, suppl�es and
other material produced as a�art af, or acquired in connection with the performar�ce of,
the Work terminated by the notice af the termination, and
b, the completed, or partiaIly completed plans, drawings, information and other pxaperty
which, if the Contract had been completed, would have bee�a required to be furrnished to
fhe City.
5. camplete perform.ance of such Work as shalI not have been terminated by the r�otice of
termina�ion; and
6, take such action as may be necessary, or as the City ma.y direct, for the protection and
preservation of t�e property related to its contract which is in ihe pos�ession of the
Contractor anci in which the awner has or rnay acquire the rest.
C. At a time not ]ater than 30 days after the termi�nation dat� spee�'ied in the nntice of termination,
the Contractor may subinit to the City a Iist, cer��ed as to quantity and quality, of any or all items
of ter�nir►ation inventor�r not previously disposed of, exclusive of items the di�pasrtion of which
has been directed or authorized by City.
C1TY OF FORT WORTH
STANDARDCONSTRUCTi01� SPEC[FICATTaN DOCUMENTS
Revision: B+L�DZ1
OQ7200-I
G�NERALCONDITIONS
Page 61 of 63
D. Not laier than 15 tfays ihereafter,the City shall accept title to such rtems provided, that the list
subrnitted shail be subject ta verificatian by the City upon remnval of the items or, if' the items are
stored, within 45 days fram tk�e da�e of submission of i�e list, and any necessary adjustments to
correct the list as submitted, shall b� made prior to finaI settlement.
E. Not ]ater than 60 days after the notice of terminatinn, the Contractor sl�all submit his termination
claim ta tha City in. the forjn and wrth the certif'ic�tion prescribed by the City. Unless an e��nsion
is made in writing within such 60 day periad by the Contractor, and granted by the City, any and
all such clairns shall be conclusively deemed waivecf.
F. �n such case, Cantractar shaIl be paid for {without duplication of any ztems):
1. completed an�i acceptable Work executed in accnrdance with ihe Contract Doc�aments prior
to the �ffecti�e date of termina�ion, including fair and reasonable swns for overk�ead and profrt on
such Work;
2. expenses sustained prior to the effective date of terminatian in performing ser�ices and
furnishing labor, materlals, or equipment as required by the Contraci Documents in connection
with uncorripleted Work, plu� fair and reasonable sums for overhead and profzt on such expenses;
and
3, reasonable e�penses d'u�eetly attributable to termin�tion.
G. In the event of ii�e failure of the Contractor and City. to a�ree upon the whole amount ta be paid
to the Contractor by reason of the termination of the Worlc, th� City shall determule, on the basis
af �formation a�railable to it, the amount, if any, due to the Contractor by reasonof the termination
and shall pay to the Contractor the amounts determined. Canlractor shau not be paid on account
of loss of antieipated pro�'�ts or re�enue ar other economic loss arising out of or resulting from
such termination,
ARTICLE 16 — DISPUTE RESOLUTION
16.Q1 Methods and Procedu�es
A. Either City or Contractor rnay reques� mediation of any Coniract Claim subrnitted foz• a decision
under Paragraph Ip.06 befare such decision becomes final and binding. The requestfar mediation
shal[ be submitted to the other party to tha Contract. TimeEy submission of the request shalI stay
the effect of Paragraph 10.Q6.E.
B. City and Contractor shall participate in the medi�tion process ir� gaod fazth. The process shall ba
commenced withm 60 days of filing o� the request.
C. If the Contract Clairr� is not resolved by mediation, City's actian under Paragraph 10.06.0 or a
denial pursuant to �aragraphs 10.Q6.C.3 or 10.06.D �hall became final and binding 30 days after
tarmina.tion of ihe mediatian uriless, v�ithin �ha� time perioc3, City or Conixactor:
L;1'fY DF FORT W�RTH
STANpARI]CONSTRUeTibN SPECIF[CATION DOCUM$NT$
Revision: &?3�21
oo7aoo- i
G�NERALCONDfTION S
Page 52 of 63
1. elects � writing to invoke any other dispute resolution process provi�leci for � the
Supplen�entary Conditions; or
�,, agrees with the other par .ty to submit the Conttact Claim to another dispute resalution
process;or
3. gives written notice to the other party of the intent ta submit the Contract Claim to a court of
coinpetent jurisdiction.
ARTICLE li — MISCELLANEOU�
I7.01 GivingNatice
A. Whenever any pravision of the Cantract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
delivered in person to the i�tdividual or to a inember of the %rm or to an off'�cer of the
corporation for whom i� is intend�d; ar
2. deliv�red at or sent by registered or cert�'ied mail, postage ptepaid, to the �st busine�s
address kno�vn to the giver of the natice.
B. Business address changes znust be promptly made in writing to the other party.
C. When�ver the Cantract Docurzients specifes g�ving notice by electronic rneans such el�ctronic
notice shall be deemed suf�icient upan confirmation af receipt by the receiving party.
17.02 Com�utation of Times
Wi1en any period of time is referred to in the Contract Doc�aments by days, it will be computed to
�xclude the f�st and include ihe last day flf 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 ne� Warking Day shall becorne the last day
af tl�e period.
1'1.03 Cumulative Renaedie.�
The duties and obligations imposed by these General Canditions and the r�ghts and remedies a�ai�a.ble
hereunder to the parties hereto are in adc�rtion to, and are not io be construed in any wayas a limzta�ion
of, any righis and remedies available to any or all af thern wlvch are ofiher�wvise imposed or available
by Laws or Regulations, by specia.l warranty or guarantee, or by ot3�er provisions of the Contract
Documents. The provisions af tivs Paragraph will be as effective as if repeated spec�'ically in the
Contract Documents � connection with each particular duty, obligation, right, and r�medy to which
they apply.
CiTY OF FORT WOR?'H
STAN�ARDCONSTROCT101� SPECIFICATIaN T70CUMENTS
Revision: 8�13J?.(�1
00720�-1
GENERAL, CONpiT10 N 5
Page G3 of 63
I7.04 Surwival nf Obligatians
AlI repz�esentatians, indemr�ifcatians, warranties, and guararrtees rnade in, required by, or gir�en in
accardance with the Contract Docu�nents, as weIl as ali continuing obligations itldicated in the
Contract Docutnents, will survive £'inal payment, completioi�, and acceptance of the Work or
terminatior� or completion �f the Contract or ierinination af the services af Cont�•acto�•.
1�'.OS Headings
ArticIe and paragraph headings are ins�rted far canvenience anly and do not constitute parts ofthese
General Conditior�s.
ciTY or rnxT woR�3
STt�NDA1217CDN5TR[JCTIQN SNEC[FICRTION DOCUMENTS
Revision: 823/iR21
00 73 oa
SUPAL�MENTARY CONDITIONS
Page 1 of 6
sFc�oN oa �3 ao
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Supplementary Conditians modify and supplemenY Section Oa 72 00 - GeneralConditzans, and other
provisionsofthaContractDocumentsas indicatedbeiow. AllprovisionsoftheGeneralConditionsthatare
modified or supplementedrer�tam � full force and ef�ect as so modified orsupplemented. Allprovisions
af the General Conditions which are not s o modified or supplementedremain in fuIl force and e#�ect.
Defined Terms
Thete��rns usedin these Supplement�+ Conditionswhich are defined in ihe GeneralConditions havethe
zneaning assignedto the�nin the General Conditions, unless specifically notedherein.
Modificat'rons and Sugplements
The fo llowing are instructions that modify or s upplement specific p aragraphs in the C-�neral Conditions and
other Contract Dacuments.
SC-3.03B.2,"Resolving Discrepancies"
Plans govemoverSpecifications.
S G�.01 A
�Easement limits shown on th�Drawing are appra�nrate and were providedto establish abasis farbidding.
Upon receiving the final eas ements descriptions, �ontr�aetor shall con�pare th em to the lines shown on the
Contract Di�awings.
5 C-4.01 A.1., "Avail at�ility oi Lands"
The following is a list oflmawn outstacidi�grighi-of-way, andloreasementsin be acquired, ifany as of
No�ember 15, 2021:
Oufstanding Right-Of-Way, andlor Fasements to BeAcquired
PARCEL ��'N�
Ni.]MBER
TARGET DATE
OF POSSES5ION
NONE
Tke Contractor understands and agrees that the dates lis ted a6ove are estimates only, are n o t gu arant e ed,
and do not 6indthe City.
IfContractorcorisidersthefinaleasementspro�idedtodif�ermateriallyiromtherepresenta�inns on the
ContractDrarvings,Contractorshallwrthinfive(5) BusinessDaysandbeforeproceedingwith the Work,
notify City in writing associatedwith the differing easementline locations.
SC-4.01 A.�,"Availabil.ity of LandS"
C1TY OF FORT WORTH 2O22 Cancrete Restoiatinn Coniract 1
STANDAI2D C�NSTRUGTION SPECIFICAI'TON QOCUMENTS City Pmject No. 103�f45
Rcvised March 9, 202D
00 73 00
SUPPLEMBNTARY C OND1T10NS
Page2of6
UtiIities or vbstructions to be removed, adjustecl, andlar relocated
Th e fo ]lo wing is ]as t o f u tilities aud/or ab sh� ctions that have n otb een removed, ad justecl, an d/o r relo cated
as ofNovemb�z-15, 2021:
EX�'�CTID � UTILITY AND LOCATION
�WNER
TARGE'T DATE OF
AD7U�TMENT
NON�
TY�e Contractorunderstands and agrees that the dates ]isted aboveare estitr�ates.only, are notguaranteed,
and do nat bindtha City.
SC-4A2A., "S�bs�rf€�ca andPhysieal Conditions"
The following are reparts ofexploratinns an�Etests ofsubsurFace conditions at thesite ofthe Work:
A"Nane" ReportNo. , dated ,prepa��;dby "None" a sutrconsultant of"None", a
cons ultant afthe City, pro�idingadditionalin�o�•nnation an "Nane",
The following are drawings ofphysicalconditions in orrelatingto e�sting stuiace and subsucfaee
structures (exceptUndez�ground�'acilities)which az�e at arcontiguous to the site of#he Worfc:
"None„
SC-4.06A.,"Hazarcious ��ironmental Conditions at Site"
Th� fo [Iowing are reports and draw'vlgs of e�sting h azardous envi3�onm�nta[ conditions known ta the City:
"None"
SC-�.Q3A.,"Certi3icaYes nfInsurance"
"I'he entitias ]istedUelow are "additionalirisureds as t.�eirinterest may appea��" includingtheirrespecti�e
officers, directois, agents and employees.
(I} City
{2) Consultant:"Nane"
{3) Other: "None"
,5C-5.04A.,"Cantractor's Ynsurance"
Thelimits oiliability fortheinsurancerequiredbyPaxagraphGC-5.04 shallprovidethefo]Iowing
coverage;� fornot less thanthe%lIowing ajnounts orgi�eaterwhere required by laws and regulations:
5.04A. W orlcers' Compensakion, unde►-Paragraph GG5.(}4A,
Statutoty limits
Fmployer's liability
$10.0,000 each accidentloccurrence
$100,QQ0 Disease-eachemployee
$.500,000 Disease -policy ]imit
S GS.D4 B., °6 Contractar's Ins urance"
C1TY OF FOKT WpRTH 2O22 Concrete Restoration Contract l
STANDAI2D CONSTItUCI'lON SPECff ICATION DpCUMSNT5 City Project Na. [03445
Re�ised Mazch 9, 2020
00 73 b0
SUPPLEMENTAitY CO]vD1TION5
Page 3 oFb
5.04B.CommercialGeneralLiabifity,underParagraphGC-5.045. Contractor'sLiabilitylnsurance
underParag�^aphGC-5.04B., whichshalIbeonaperprojectbasiscoveringtheContractorwith
minimum limits af
$1,OD0,600 each oceurren.ec
$2,OOO,Q00 aggregate ]imit
The policy must ha�e an en.dorsement (Amendment— Aggregate Limits oflnsurance) making the
General Aggregate L�mits apply separatelyto each job site.
The Commerciaj General Liability Insurance policies shallprovide "X", "C", and "U" coverage's.
Verifcaiion ofsuch coveragemust be shown in the R�marks Article ofthe Certificate oiinsurance.
SC S.a4C., "Contractor's Insuraace"
5.04C. Automobile Liabi�ity, underParagraph GC-S.Q4C. Contractor's Liability Insui�anceundei•
Para�ranh GC-5.04C.. which s hall be in an amount n at less thanthe fo Uawing amounts:
(l) Automobile Liaf�ility - a commercial businesspalicy shaliprovide coverage on "AnyAuto",
defined as autos owne.d, hired andnon-owned.
$1,D00,000 each accident an a cambined singie limit bas is. Split limits are acceptalale if limits are at
least:
$250,0�0 BodilyIr�jur�perperson/
$500,000 BodilyInjuryperaccidentl
$100,00a Property Damage
SC-5.04D.,"Contractnr's Insnrgnce"
The Contractar's constructionactivitieswillr�q��ce its employees, agents, subcontractors, equipment, and
material deliveries ia crossrailroadproperties andtracks "None".
The Contractor shall conductits operations on railroad properties in such a manner as notto inierfere with,
hinder, orobstructthe railroad company in any mannerwhatsoe�erin the use oroperationnfits/theirtraims
pr other proQerLy. Such operatians on railroad praperties may require thatContractorto e�cute a"Right af
Entry Agreernent" with the particularrailroad eompany orcompanies involved, andto this endthe
Contractor should s�tisfy its elfas ta the requirernents of each railroad company and be prepared to axecute
the right-of-entry (if any} requfred by a railro ad company. Th e requ'vrements specifieci herein l�cewis e relate
to the Contractor's use ofpri�ate andlorconstt�xction accessroads crassing said railroad company's
properties.
The ContractualLiability coveragerequiredby paragraph 5.04D oftha GeneralConditions shal�provide
co�eragefornot les s than ihe following amounts, is s ued by campanies.s atisfactory to the City and to ihe
Rai�eo ad Cnmp any for a term that continues for s o long as tb e ContracLor's ap erations and work cros s,
occupy, ortnuch railroad propert�:
(]} GeneralAggregate:
(2) Each Occurrence:
` Required farthis Contract
NIA
NIA
X Noi required forthis Cantract
W ith respect to the ahove outlined insw�ance requirements, the fo Ilowff►g shall g overn:
CITY O�' FORT WORTH
STAi�IDARD CDNSTRUCT[ON SPECIE'ICATTON DOCUMENTS
Revised March 9, 2D20
2022 Concrete Restoration Contrae# 1
Ciry Projact No. 103445
00 �� o0
SUPPLENfENTARI' CONI?ITIOI+TS
Page 4 af f�
1. Whe�-easinglerail�•aadcompanyisinvolved,theConiractorshallpravideaneinsurancepolicyin
the name of the railroad company. However, if moz�e than one grade separation or at-ga•ade
crossing is affected bytheProjectat entirely separate locat�ans on the line ar lin es afth e s ame
rail�•oad company, separate covei�emay be required, each in the a�nouni stated abo�e.
2. Wheramorethanonerailroadc.om�panyisoperatingonthesameright-a�wayarwherese�eral
railro ad comp an ies are inv olved an d operafed on their o wn s eparate rights-of-way, th e C.ontrac to r
may be requiredto provideseparate insurancepolicies in the name ofeachrailroad company,
3. If, in addition to a grade s eparatiora oranat-grade erossing, atherworkoractz�ity is proposedot► a
rai�•o ad campan y's righ t-of-way at a �ocation entirely s�arate fromthe grade s eparat io n o r at-
grade crnssing, insuranc� caverage forthis workmust be includedinthepo]icy cor�ering the grade
s ep aration.
4. Ifno grade separation is involved bui otherwark is proposed on arailroad coznp any's right-af-
wa�, al] such otherworkinay be co�ered in a single paGcyf�rthatrailroad, eventhough tha work
may he attwo armore separate locataons..
Nn work or activities on a railroad company's property ta be p ei�'orn�ed by the Conhactor s hall be
commenced untilthe Contractorhas furnished the Ciiy with an originalpolicy �rpnIicies oftheinsurance
for each railroad comp�a�y named, as required above. A�1 such insurancemustbe approvedby the City and
each affectedRailroad Co�npanypriorto rhe Con4�•actor's beginning work.
The insurance specified a6ove must�e earried untilall Workto ba perfoimed an therailroad right-of-way
has been completed andthagrade crossing, ifany, is no longerusadby theContraetor. In addition,
ins urance must be cairied during all mainten ance andlor rep air vror�p erfozmed in the railro ad right-of-way.
Su ch in s urance mus t n ame th e railro ad coinp any as the ins ure d, togethar with any tenant or les s ee of th e
railroad company operating av�rtracks invol�veci in the Praject.
S C-6A 4., "Proj eet S chedule"
Pro ject s ch edule s]1 all b e tier 3 far th e p ro ject.
S C-6.0'�., "1�Vage Rates"
The following is the prevai[ing wag� rate table(s) appfica6le to this project and is provided in the
Appendixes : GC 6.07
2013 Prevailing Wage Rates (Heavy andHighway Constr�eiion Projeet)
A copy ofthe fable is also available by accessuig the City's w�bsiie at:
%t s:lla s.fortworthtexas. ov/Pro'ectResources/
You can access the file by following the directary path:
02-Constructzon Documents/Specifications/Div00 — General Conditions
S C-6.09., "Pez�ni�s and Utilities"
S C-6.Q9 A., �� Contractar pbtained permits and li.censes"
The following are known permits and/orlicensesrequu-�d by the Conh�ctto be acquiredby the Coniractor:
"None"
SC-6A9B. "Cityobtained permits and licenses"
The fo[]owing are ]mown peimits azadlorlicens es requu-ed by the Contractto be acquiredby th� City:
"None".
CITY aF FO1tT' WORTH 2O22 Conerete Restoration Contract I
STANDARD CONSTAUC'I'IQN SFECIFICATION DQCUMENTS Ciry Prnject No. 103445
Revised March 9, 2020
00 �s oa
Sl1PT'LEMENtARY CONDiTIONS
Page 5 af b
SC-6.09C. "Outsfanding perm'rts and licenses"
`1'he following is a lis t of lrnown outstandin g penmits andlor liceas es to be acquire d, if any as o fNovemb er
15, 2021:
Qn#standing Permits arad/or Licenses taBe Acquired
pWNER P�IZIVIITOALICEI�ISE ANDIACATION TARG�I'DAT�
OF FOSSFSSION
S C-6.24B., "Title VI, Civil Rights Act os 1464 as amended"
During Yhe perfor�rianceo f this Contraet, the Contractor, for its el� its as s ignees and successors in interest
(hereiaafterreferred to as the "Contractor") agrees as follnws:
1. CompliancewithReg�latians:TheContractorsk�aIlcomplywiththeReguladonrefativeto
non diseritnination in Federally-assisted pro graz��s ofthe Department of Transpar�atlon (hereinafter,
"DOT") Title 49, Code ofFaderalReg.ulations, Part 21, as they inay be amendedfromtime to time,
{hereinafterreferred to as the Regulations), which are herein incorporated byreference andmade a part
afthi.s caniract.
2. Nondiscrimination: The Contract�r, with regard to the workperformed by it during the contrac� shall
not discriminate on the grounds ofrace, co�or, o.rnationalorigin, in the seleefiion andretention of
sub contractars, including procu�-ements ofmaterials aan d l�ases o f equ ipment. The Contractor shall n at
participateeitherdirectiyorindirectlyinthediscriin'viationprohibitedhy49CF`R, section21.5ofthe
Regulations, including employment practices when the contract co �ers a programs etfnrth u►
Appendi�c� oftheRegulations.
3. Solicita#ions for Snbcon#ractors,Including Procurements ofMaterials and �uipm�nt: In al�
salicitations eitherhy competiti�e biddingornegotiationmade by thecontractorforu�orkto be
p erfoi7ned under a s ubcon�act, including procui�ements ofmaterials ar leas es ofequipment, each
potential s ubcontactor or s upplier shall be notified by the Contractor ofthe Contractor's nbligations
underthis con�ractandthe Regvlations rclati�eYo nondiscrimination on the grounds ofrac�, color, or
national origin.
4. Informati on and Reports : Th e Contrackor s hall pro�ide all in formation an d reports required by the
Regulations or directives is sued pursuant th�reto, an d shallpermit access to its books, r�cords,
accourrts, other s.ources of information and its faciIities as may be deter�nined by City orth� Texas
Depart�r�ent ofTransportafiionto bepertinent ta ascertain cornpliancewithsu¢hRegulations, orders
and ins tructions. Wkzere any infonriation required o fa contractor is in the exe]us ive possessian of
anotherwho fails orrefus es to furtiish this aiforn�atian the contractor s hall s o certify to the City, orthe
Te�ras DepartmentofTranspnrtation, as appropriate,.andshaIlset farth what efforts ithas made to
obtain the information.
Sanctions for Noncompliance: In the event ofthe Contraceo�'s noncomplianeewith the
nondiscrimination provisians ofth is Conbact, City s hall imp os e sueh contract s anetions as it orthe
Texas Department of Transportatinn may deternw►e to be apprapriate, including, but noi limited to:
a. withholding ofpayment� ta theContractorunderthe Contractunt�lthe Contractor
compiies, and/or
b. cancellation,te�mir►ation orsuspension ofthe Cantract, in whole o.rin part.
6, Incorporation ofProvisinns:TheContractorshallvicludetheprovisionsofparag�'�phs(I.}through
(� in every subcantract, including pracurements ofmaterials andlease.s ofequipment, unless eaempt
CITY OF FQRT WORTH 2O22 Concrete RestoraHo� ContiacY 1
STAN]]AR.D CON57TtUCTION SPECIFICA"f'IO1�F DOCUM�.'NTS CityProject ]+[o. 103445
Revised March 9, 202D
OD 73 00
S UPPI..L`•MEIVTARY CONDITIONS
Page b of 6
by the Regu latipns, or directives is su ed ptu�suant th ereto . The Contt�actar shall take s u ch actionwith
respecttoanysubcnn�-actorprocurementas City ortheTexas DepartmentofTransportationmay
direct as ameans oienfozcingsuchprovisions includingsanctians farnon-compliance: Frovided,
however, tha� in the event acontractorbecornes �nvol�ed in, o�� is threatenedwith, litigation with a
s ubconiractor ar s uppli�t- as a res ult of s uch direction, th e c onfractormay requ est City t4 enter in to.
s u ch litigation to protect th � interests o f Ciiy, and, in addition, the contractormay re quest th e Un ited
States to enterinta such litigatian to protectthe interests ofthe United States.
AdditzonalTitle Vf requirements can befound in the Appendix
S C-7.Q2., "Coorrlination"
The ind iv idu als or entities lis ted h e law h ave contracts uvith th e City fo r the p erForrr}ane e o f ather wo rk at
the Sita:
S C-$.O 1, G°Communications fo Contractar"
"Na.n e"
SG9.01., "City's Pro;ject Manager"
The City's Project Managerforthis Canfiractis Iretoiniwa Otuyelu, orl�is/Eiersuccessorpursuant to written
nofi�catian froro the Director afTransportationand�ublic Works.
S C-13.03C., "Tes ts and Ins pections"
"Nane"
SC-16.O1C1, "Methads and Procedures"
"No n e"
II�iD UF SECTION
Revision l.ag
DAT� NAME SUMMARY OF CHANGE
1I22l2016 F'. Griffin SG9.01., "Ciiy's Project Representative" wordingchanged to City's Project
Manager.
3/912Q20 f].V. Maga�ia SG6.07, U�dated ihe fink such that fil�s can be accessed via the City's
w ebs ite.
Cl'iY OF FORT W ORTII 2Q22 Concrete Restoration Contrnct l
ST.ANDAIiI� C.ONST12ilCTION SPECIF [GA7 ]ON DOCUIvI�NTS City Project I�a. 103445
Revised [r/jarch 9, 2420
oiiiao-�
su�vtMa�Y or woxx
Page 1 of 3
SECTION 0111 00
SUMMARY OF WORK
PART1- GENERAL
11 SIIMNIARY
A. Section Includes:
l. Summary af Work to he performed in accordance with the Contract Docu:ments
B. Deviations irom t�is City of Fort Worth 5tandaz'd Specrfication
1. None,
C. Related Specificatian Sections include, but are nQt necessarily iimited to:
I. Division 0-�idding Requirainents, Contract Forms, and Conditions of the Contract
2. Division l- Ganeral Requirements
1.2 PRZCE �ND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Ctem is considered subsidiary to tlae various items bid.
No sepa�•ate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRA.TIV� REQUIREMENTS
A. Work Cnvered by Contract Documents
1. Wprk is to include furtiishing all labor, materials, and equipment, and performing
all Work necessary for this coastr�ction projeci as detailed in the Drawings and
Speci�cations.
B. Subsidiary V41ork
1. Any and aIl Work specificaily governed by docum�ntary requirements for the
project, sueh as conditions imposed by the Drawings ar Contract Documents in
which no specific it�m for bid has heen provided for in the Froposal 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, t�►e cast of vvhicl� shall be included in
the price bid in the Proposal. for various i�id itetns.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for proteetion and safekeepir� of materiais and
equip�nent stored on the Sit�.
Use and occupy only portions of the public streets and alleys, or other publzc piaces
or other rights-of-way as provided for in ihe ordinances of the City, as shnwn in the
Contract Documents, or as may be specifically a�.�thorized in writing by ti�e City.
a. A reasonable �rnount of tools, materials, and equipznent far construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the eonstruction operations.
C1TI' OF FORT WQRT'FI 2022 Concrete Restaration Cnntract l
5TAiJDARD CONSTRUCTION SPECIFICATION DOCUivIE1VT5 Ciry FrojectlYo. i03445
Revised December 2D, 2Q l2
oi iioo-z
SUMIVIARY OF WOFiK
Page 2 nf 3
b. Excavated and waste materials shall be stored in such a way as not to intierfere
with the use of spaces that may be designated to be !eft free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the sfreet is occupied by rail�•qad tracks, the War1c shall be cart•ried o��t in such
rnanner as noi to inierfere with the operation of the railroad.
i) AlI Work shaJl be in accorc�ance with railroad reqtiirements set forth in
Divisian � as weil as the railroad permit.
D. War3c within Easements
1. Do not �nter Ligon private property fQr any purpose witho�.rt ha�ing pr��iously
obtained permis�sion from the owner ofsuch praperty.
2, Do nof store equipment or material nn private property unless and until the
spec'ified apprQval of the property owner has been secuz•ed in writing by Yhe
Contractor and a cop}� furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
o�structaons vvhioh must be remo�ed to inake possible proper prosec�tion of the
Work as a part of the praj ect construction operations.
4. Preserve and use every precaution to prevent damage to, alI trees, shrubbery, plants,
lawns, fences, cul�erts, curbing, and aI l ather types of structures or improveinents,
to all watar, sewer, and gas lines, to a11 canduits, ovex�head pole Iines, or
appurtenances thereof, ineluding the construction of temporary fences and to al l
ather public ar private pt•opei�ty adjacent to t1�e Work.
5. Notify the proper representatives of the owners or occupants af the pu6lic or pri�rate
lands Qf interest in lands which might be affectad 6y the Work,
a. Such notice shall be made at least 48 hours in advance of the laeginning of the
1Work.
b. Notices shal� be app]icable tp both ptitblie and private ufility campanies and any
corporatian, company, individual, or other, either as owners or occupants,
whose ]and or interest in ]and might be affected by the Work.
c. Be resports.ible for a�l damage or injury to property of any characier resulting
from any act, amissian, neglect, or misconduct in the manner or method or
execution of the Wark, or at any time due to defective work, material, or
eq�tipment.
6. Fence
a. Restore aIl fences encountered and re�noved during construction of the Project
to the qriginal or a better than original condition.
b. Erect temporary fet�cing in place oftl�e fencing removed whene�er the Wark is
no# in progress and when the site is vacated overnight, and/ar at alI tiines to
provide site security,
c. The cost for a!1 fence wark within easements, inclLiding removal, temporary
closures and replacernent, shaIl be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically pro�ided in the proposal.
CITY ��' FORT WQRTH 2O22 Concrete Itestoration Contract l
STANDARD CONSTRUCTTQN SPECLF[CATIOIV 17QCUMENTS City Project No. 143445
Revised December 2D, 2012
DI 31 UO-3
5UMMAILY OF WaRK
Page 3 of 3
1.5 SUBNI�TTALS [NOT iTSED]
1.6 ACTXON SUBMITTALS/1NFORMATIONAL SUBMITTAL� [N�T ZTSED]
1.7 CLOSEQUT SUBNiITTALS [NOT USEDJ
1.8 MAINTENANCE MATERIAL Si7B11'IITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELI.VERY, STORAGE, AND HANDLING [NOT USED]
L11 FIELD [SITE] CONDITI�NS [NOT USED]
1.12 WARR.ANTY jNOT USED]
PART � - PRODUCT� [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OT �ECTION
Re�ision Log
DA'T'� NAME ST]MM.ARY OP CH�+NGE
C1TY OF FQRT WORTH 2O22 Concrete Restoracion Contract l
STANDARD CON5TRUCTTON SPECIFiCATION DOCUMEN"I'S City Project No. l D3445
Revised December 20, 2012
o� zs oa - �
SUBSTITUTION P120C�DURES
Page I af 4
SECTION Ol 25 00
SUBSTITUTION PROCEDURES
PART1- GENERAL
1.1 SiTMMARY
A. Section Includes:
The procedure for requesting the appro�al of substitution of a praduct that is not
equiva[ent to a praduct which is specif ed by descripiive ar performance criteria or
defined by reference to 1 or more of the following:
a. Name af manufaciurer
b. Name of vendor
c, Trade name
d, Catalog number
2. Substitutions are not "ar-equals".
B, Deviations from this City of Fart Worth 5tandard Specification
1. None.
C. Refated 5pecifieation Sections include, but are not necessarily �i�rnited io:
1. Division 0— Bidding ReqLiirements, Contract Forms and Condiiions of the Conn�act
Division 1 — Gan�ral Requirements
1.2 PRICE AND PAYII�ENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Itenn is considered subsid�azy to the various items bid.
No separate payment will 6e allowed for this Ite�n.
1.3 REF�RENCES [NOT USED]
1.� ADMINTSTRATIVE REQiTIR�MENT�
A. Request for Substitutian - General
l. Within 30 days after award of Contract (un[ess noted otherwisa), the City will
consider formal requests from Contraetor for st�bstihrtion of prod�icts in plac�: of
those specified.
2. Certain types of equipment and kinds of material ar� described in Speciftcations by
means of references to names of manufacturers and vendors, trade names, ar
catalog numbers.
a. When this m�thad of specifying is used, it is not intended tQ exclude fram
consideratinn other products beat•ing oiher manuiactt�rer"s ar vendor's names,
n�ade naines, or catalog nvmbers, provided said produets are "ar-equals," as
determined by City.
3. Other typas of equipment and kinds of material may be acceptabfe substittttions
�tnder the foliowing conditinns:
a. �r-equals are unavailab�e due to strike, discontinu�d production of products
meeting s.pecified requirements, or other factors beyond control of Cantractar;
or,
CI'I'Y OP FdRT WpRTH 2Q22 Concrete Restnration Contract l
STANBARp CONSTRIICI'lON SPECIFICAT]ON DOCUMENTS City ProjectNo, 143445
Re�ised July 1, 241 l
012500-2
5[7BSTITUTION PROCEDURCS
Page 2 oi q
b. Cnntractor proposes a cnst and/or time reduction incentive io tiie City.
1.5 SUBMITTALS
A. See Requast for Suhstitution Form (attached}
B. Aroeedure for Requesting Substitution
1. S.ubstitution shall be considered oniy:
a. Aftter award of Contract
h. Under the conditions stated herein
2. Submit 3 copies of each v�ritten request %r substitution, including:
a. Documentation
l} Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction sehedule, when a reduction is
proposed
3) Data relatitag to cY�anges in cost
b. For products
1} Product id�ntification
a) Manufactiarer's name
b) Telephone nurnber and representa#ive contact name
c) Specifcation Sectio.n ot Drawing reference o� originally speei�ed
product, including discrete name or tag numbar assigned to original
praduct in the Cnntract Dacuments
2) Manufacturer's literat�tre clearIy marked ta s�ow compliance n� proposed
product with Contract Docwnents
3) Itemized comparisan of original and praposed product addressing product
characteristics including, but not necessarily lirnited to:
a} Size
b) Composition or materials of construction
e) Weight
d) Electt'ical or mechanical r�quirernents
4) Product experience
a} Location of past p%�ects utilizir�g product
b} Name and telephone numbar of persons associated with referenced
projects knowIedgeable concerning pro.pos�d product
c) Available field data and reparts ass.ociated with proposed product
5) Samples
a) Pro�ide at regue.st of City.
b) Samp.Ies become th� pz'operty af the City.
c. For cnnstruction methods.:
1} Detailed ciescription of proposed method
2} Illustration drawings
C. Approval or Rejecti�n
1. Written approval or rejection of substitution given by tlte City
2. City reserves the righi to require proposed product to comply with colar and pattern
of specified product if necessary to secure design intent.
3. In tha event the substituiion is approved, the resulting eost andlor time reduction
will be dacumented by Change Order in accordance wi#h the General Conditions.
Ci'I'Y OF FORT WORTH 2O22 Conerete.Restoration Cnntract I
STANDARD CONSTRUCTION 3PECIFICATIOIV �OCUMENTS City ProjectNo. IU3445
Revised July 1, 2D l]
O12500-3
SUBSTTPUTIpN PR�CEDLTRES
Page 3 of 4
4. No additional cntatract time will be given for substitution.
S. Substitution will be rejected i£
a. Submittal is not thraugh tlze Contraetor with his stamp of approval
b. Request is not m�de in accordance with this 5peci�catian Section
c, In the City's opinion, acceptance will requir� substantial revision af the original
design
d. In the City's opinion, substiiation wiIl not perform adequately the functinn
consist�nt with the design inteni
1.6 ACTION SUBMITTAL5/INFORMATXONAL SUBIVIITTALS [NOT USED]
I..'7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MAT�RIAL SUBNLiTTALS [NOT USED]
1,9 QUALITY ASSURANCE
A. In rraaking request for substitution or in using an approved product, the Co.nt:racior
represents that the Contractor:
1. Has invastigated proposed proc#uct, ar�d has determined that it is adequate or
superior in aII respects to that specifed, and thai it will pexform function for which
it is intended
2. Will provide same guarantee for s�bstitute ite�n as for product specifiied
3. Will coordinate ir►s#allation of accepted sul�stitution into Work, to include building
modifcatrons if necessary, making such cha.nges as may be required for Work to be
complete in alI respects
4. Waives all claims for additional costs related to substituiion wliich subsequently
arise
1.10 DELN�RY, STORAGE, AND HANDLING [NOT USED]
�.11 FI�LD [SITE] CONDITIONS [NOT USED]
�.12 WARRANTY [NOT US�D]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED�
�ND OF SECT�ON
Revisifln Log
DATE NANIE SUIVIMARY OF CHANGE
CITY OF PORT WpRTH 2O22 Concrete Restoratian Contract 1
STANDARD CQNSTRIICTION 5PECIFICAT[ON DOCLTMEI�TS City Project No. 103445
Revised 7uiy l, 20l I
oizsoo-a
SUESTI'i"UTIDN PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTTI'UTION FORM:
TO:
PR07ECT: DATE:
We hereby submit for your consideration khe following product instead of the specified item for
the above projeet:
SECTION PARAGRA.PH SPECIFIED ITEM
Progosed Sul�stitution:
Reason for Substitution:
Inciude camplete information on changes to Drawings and/or Sgecifcations which proposed
substiiution will require for its proper instaIlation.
Fill in Slanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requestad substitution7
B. What effeet does substitution have on other trades?
C. DifFerences hetween proposed substitution and specified item?
D. Differences in pt'aduct cost or product delivery time?
E. Manufa�cturer's guarantees of the proposed and specified items are:
Equal Better (exp�ain on attachment)
The undersigned states that the function, appearance ar�d yuality are equivalent ar superior ta the
speciiied itezn.
Submitted By: For Use by City
Signatura
as noted
Firm
Addr�ss
Date
Telephone
For LJse by City:
Appraved
City
CITY qF FORT WORTH
STANDARD CONSTTiLICTION SPECIFICATION DO(;UMENTS
Cte�ised July 1,20t1
� Recammended
„Not reco�x�znended
By
Date
Remarks
Date
Rej ected
^ Recomznended
Recei�ed late
2022 Coucrete Restoratinn Contract L
City Project No. 1a3445
d13719-1
PRECONSTR€JCTTON MEETING
Page l of 3
SECTION Ol 31 19
PRECQNSTRUCTION MEETING
PARTI- GENERAL
1.1 SUMMA,RY
A. Section Includes:
1. P�•o�isions for t�e preconstruction xneeting to be held prior to the start of Work to
clarify constructian contract administration procedui•es
B. Deviations from this City af Fort Worth Standa.rd Specifi�ation
1, None.
G. Rel"ated 5pecifica#ion Sectior�s include, but are nof necessarily 1[mited to:
1. Division 0— Bidding Require:tnents, Contract Porms and Conditions of the Contract
2, Division 1— General Requirements
1.2 PRICE AND PAYIVIENT PROCEDURES
A. hileasurem�nt and Paynlent
1. Wqrk associated with this Iterri is considered subaidiary to the various items bid.
No separate payment will be allowed for this Itetr�.
1.3 R.EFER�NCES [NOT IISED]
1.4 ADMIlVISTRATIVE REQU�REN�NTS
A. Coordination
1. Attend preconstruction meeting.
2. Representati�ves of Contractor, subcon�ractors and suppliers attending.meetings
shall be qualified and authorized to act on behalf of the entity each represent�.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes wi11 be used to prepare minutes and retained by City for
future reference.
B. Preconstruetion Meeting
I. A preconstruction meeting will be held within 1�l days aftez' the executian of the
Agreement and before Work is started.
a. The meeting will be scheduled and a�ministered by the C€ty.
2. The Project Representative wi11 preside at the meeting, prepare the notes of the
meeting and distribute copies of same to a]] participants who so request by fully
completing the attendance form to be circulated at the beginning af the meeting.
3. Attendance shall inclucfa:
a. Project Representati�va
b. Contractor's project manager
c. Contracior's superintendent
d. Any subcontractor or supplier representatives whom the Gantractor may desire
to invite or the City may request
CITY OP FORT IWORTF� 2022 Conerete Itestoration Contract 1
STANDAiZD CONSTRUCTION SPECIF3CAT[�N DDCUIvIENTS City ProjectNn. 1D3445
Revised August ]7, 2012
01 31 19 - 2
PRF.CONSTRIJCTION M��TII+IG
Page 2 of 3
e. Other City repres�ntatives
f Ofhers as appropriate
4. Constr�ction Schedule
a. Prepare baseline eonsfiruction schedule in accordance with Section Q1 32 16 and
pra�ide at Preeonstruction Meeting.
b. City will notify Contractor of any schedule changes titpon Notice of
�recanstructinn Meeting.
5. Preliminary Agenda may include:
a. Introd�tction af Project Personnel
b.. General Descriptian of Proj�ct
c. Status of right-of-way, utilily clearanees, ease�nents or other perkinent permits
d. Cont�actor's work plan and schedule
e. Contract Tirr�e
f. Notice to �'roceed
g. Construction Staking
h. Frogress �'ayments
i, Extra Work and Changa Order Procedures
j. Field Orders
k. I�isposal Site Letter for Waste IWlaterial
1. Insurazzce Renewals
m. Payz'oll Certification
n. Mat�rial Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Doct�mantation af 1're-Construction Conditions
q. Weekend WarkNotification
r, I.,agal Ho1iclays
s. Trench 5afety Plans
t. Canfir�ed Space Entry 5tandaxds
u. Coordination vvith the Ciry's representative for operations of e�sting water
systems
v. Storm Water 1'ojlution Prevention Plan
w. Coordination with otlier Conta'actors
x. Early Warning Systern
y. Contractor �v�luation
z_ Special Conditions applicable ta the project
aa. Damages Clazms
bb. Submitt�l Procedures
cc. Substitution Procedures
dd. Correspondence Rauting
ee. Record Drawings
ff. Temporary construction facilities
gg. MIWBE ar MBE/SBE procedures
11h. Final Acceptance
ii. Final Paym.ent
jj. Q�estions or Cotnments
CITY OF FpRT WORTI� 2022 Concrete Raskoration Confracf f
STANIDARD CONSTRUCTION SPECIFICATiQN DdCUMENTS City Project No, f 03445
Revised AugusY 17, 2p12
O13119-3
PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMTTTALS [NOT U�ED�
1..6 ACTION SUBMITTAL5IIN�'OR�ATIONAL SUSMITTALS [NOT USED]
L'� CLOSEOUT �iIBMITTALS [NOT USED]
1.8 MAINT�NANCE MATERIAL S�CIBMTTTALS [NOT U�ED]
1.9 QrtTALITY ASSLIRANCE [NOT i7SED]
X.lp DELZVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] COND�TIONS [NOT iTSED]
1.X2 WARRANTI' [NOT USED]
PART 2 - PRODUCTS [NOT US�D]
PART 3- E�+ CUTION jNOT USED]
END O�' SECTION
R�visian Log
DATE NAME SiJMMARY OF CHANGE
CITY OF FORT WORTH 2a22 Can�rete Aestoration Contract 1
S1'ANDARD CONSTRiICT10N SPECIFICATION 17QCi1N1ENTS City Project Ido. 103445
Revised Avgust l7, 2012
D1312U-1
PROJECT ME�T'Il�FG3
Page 1 of 3
SECTZ4N 0131 ZO
PROJECT MEETINGS
PART1- GENERAL
1.1 STTMMARY
A. Section Includes:
1. Provisions for project meetings throughout the construction periad ta enable orderly
re�iew of the progress af the Work and to provide for systeinatic discussion af
potential prob�ems
B. lleviat.ions this City of Fort Worth Standard Specification
l. Nnn�.
C. Relaied Specifieatian Sections include, but ar� not necessarily limited to:
I. Division 4— Bidding Requirements, Contract Forms and Conditions of ihe Contrac#
2. Division 1— General Requirements
L2 PRICE AN� PAYMENT PR�CEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate pay�nent will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coardination
f. Schedule, attend and administer as specified, periodic progress meetings, atad
specially callad rtzeetings throughout progress ofthe Work.
2. Representatives af Contract�r, subaontractors and suppliers attending meetings
shall be qualified and auYhorized ta act ar� behalf of the entity each repre�sents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained hy City fo�
future reference.
4. Meetings., in addition to those spe�ified in ihis Sectzon, may be held when reguested
by the City, Engineer or Contractor.
B. Pre-Constructian Neighborhood Meeiing
I. After the execution ofthe Ag;reement, hut befoz'e construetion is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected sc�edule, including construction start date
b. Answer any constructian related questions
2. Meeting Lacation
a. Location of txzeeting to be determined by the City.
3. Attendees
C1TY OF �'OILT WOKTH 2D22 Concrete Restoi�ation Contract l
STANDARD CONSTRUCTI�N SPECIFICA'I'ION flOCUMEIVTS City Praject 310. f 63445
Revised Jufy I, 2�11
01 3l 2fl -2
PR07ECT MEETIlVGS
Page 2 a£3
a. Cdritl'aC10t'
b. Project Representative
a. �ther City re�resentative:s
Meeting Schedule
a. In general, the neighborhood meeting uvill occuz� within the 2 weeks following
the pre-construction conference.
b. In no case wil] constructipn be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and adrninistered by Project Representati�e.
2. Addiiional progress nneetings to discuss speCific topics wi11 be canducted an an as-
needed basis. 5uch addi#ional meetings shall incl�de, but nat be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination bet�een otfzar construciio� projeets
d. Resolutinn of consfruction issues
e. Equipment approva]
3. The Froject Representative will pr•esid� ai progress meetings, p.repare the notes of
the Eneeting and distribute copies af the same to aIl pas�ticipatrts who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Cantractor's project managex
b. Con#ractor's superintendent
c. Any subcontractor or supplier representatives whom the Cont�•aetar may desire
to invite or the City may request
d. Engineer's represen.tatit+es
e, City's representatives
f. Oth�rs, as requested by the Projeet Representaiive
5. Prelimir►ary Agenda may inclade:
a. R�vie�t�v of Work progress �ince previous meeting
h. Field o6servations, problems, con#�icts
c. Items which impede construction schedule
d. Re�iew of off-site fabrication, delivery scliedttles
e. Review of construction interfacing and sequencing requiremen�s with other
construction contracts
f. Corrective measures and procedures to regain projected schedu�e
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work periad
�. Coordination of schedules
j. Review submattal schedules
k. Maintenanca of quality stand�ds
1. Fending changes and substitutions
m. Review proposed changes for:
I} Effect on construction schedule anc� on completion date
2} Effect on other contract5 of the Project
n. Review Record Documents
a. Review monthly pay request
CITY QF PORT WOItTH 2O22 Caricrete ltastorafian Contract 1
3TANDARb CONBT,RUCTION SPECIFICATION DOCUMEN"CS Ciry Project No. ] 03443
Revised Suly 1, 20ll
013120-3
PROJECT M�ET�TGS
Page 3 af 3
p. Review status of Requests for InformatiQn
6.. Meeting Scheciuie
a. Progress meetings will be held periodically as determined by ihe Proj ect
Representative.
1} Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contrac�or
7. Meating Location
a. '�he City will es#ablish a meeting location.
1) To the extent practicable, meerings will be held at the Site.
I.5 �USMITTALS �NOT USED}
1.b ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMI'1"I'ALS [NOT IISED]
1.8 MAINTENANCE MATERIAL SiTSMITTALS [NOT USED]
1.9 QUALTTY ASSURANCE [NOT USED]
I.10 DELNERY, STORAGE, AND HANDLING [NOT USEDj
1.11 FiELD [SITE] CONDITIONS [NOT USED]
1.1� WARRAN'TY [NOT US�DJ
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTXON [NOT USED]
END OF SECTION
DATE I ���
ltevision Log
SUIVIMARY OF CIIANGE
C1TY DF FOftT WOItTH 2O22 Concreke Restoratian Contract 1
STAI�IDARD CONSTRUC`I'IO1V SPECIFICAI'ION DOCCTMENTS City ProjectNo. ]03445
Aevised July ], 201 l
O1 3216-1
CQNSTRUC'1']ONPROGRESS SCHEDi7L�
Pagelofl4
2
3 PART 1 - GE1�EItAL
SECTION Q1 3� 16
CONSTRUCTION SCHED�JLE
4 1.1 SUM117ARY
5 A. Section Ineludes:
6 1. General reqL�irements for the preparation, s ubmittal, updating, status reparting and
7 management nf the Construction Progress �chedule
8 2. Specific requirements are presented in the Cit� of �'ort Worth Schedule Guidance
9 Docuznent
10 B. Deviations fro[r�this City ofFort Worth Standard Specif'ication
11 1. None,
12 C. Related 5pecification Sections include, but are not necessarily limited io:
13 I. Division Q—Bidding ReqUit•ements, Contz•act Forms and Conditions oFthe Cantract
14 2. Division I—Genera] Requirements
15
16
17
18
I9
za
ZI
22
23
24
25
26
27
28
29
30
D. Purpose
The City ofFo�-t Worth (City) is cnmmitted to delivering quality, cost-eff�cti�e
infrastructur� to its c itizens in a timely manner. A k�y taol to achieva this purpos e is a
properly structured schedule vvi�h accurate updates. This s upports effective monitoring
ofprogress and is input to critical decisian making by the project manager throughout
the life of the project. Data frnm the updated praject schedule is utiEized in status
reporting to �arious levels of th� City organization and the citizenry.
This Document complemants the City's Standard Agreement to g�de the canstruction
eantractor {Cantractar) in preparing and submitting acceptabla scnedules for use b}� the
City in project delivery. The expectatipn is the performanee af the work fa[]ows the
accepted schedule and adhere to the contractual ti�neline.
The Contractor will deszgnate a qUalified representative (Project Schedulerj responsib�
for developmg and updating the schedule and prepar�ng status reportit�g as requirad by
the City.
31 1.2 PRICE AND PAYMIIVT PROCIDU12�5
32 A. Measurement aild Payment
33 1. Work associated with this Item is considered subsidiary tn tIae various items bid.
34 No separate payment will be allowed for this Item.
35 2. Nan-compliance with this specifcation is grounds far City to withhoId payment of
3b the Contractar's invoices ttn#i1 Contraetor achieves said cnmpliance.
37 1.3 R F.FF.R FNC +�$
38 A. Praject 5ehadules
CITY �F PORT WORTI-� 2022 Concreta Restoration Cnntract l
STANDIt1217 CONSTRUCI'ION SPECIGICATIpN DpCiIIv1ENTS City Project 3Vo. 103ak5
Revised August l3, 2021
Dl 3216-2
COI�ISTRUCTIDN PROGRESS SCHEDULE
Page 2 of 10
1 Each project is represented by City's master project scnedule that encampasses the
2 entire scope of activities envisioned by the City ta properly deli�er the work. When the
3 City contracts with a Cantractor ta per�or�n eonstructian of the Work, the Contractar
4 will develop and maintain a schedule for their scope of work in alignment with the
5 City's standard schedule req�iremen�s as defined herein. The data and iriformation of
b �ach such schedule w i�l be Ieveraged and becoz�ne integral in the master project
7 schedule as deerned appropriate by the City's Praject Contro� Specialist and appraved
8 by the City's Project Manager.
10 1. Master Project Schedule
l i The mast�r project schedule is a holistic representation of the scheduled activities
�2 and milestones for the total project and be Critical Path Method (CPIvI� based. The
i3 City's Praject Manager is accountable far flvers�ght oftk�e development and
l4 maintaining a master pro�e�t schedule t'ar each project. When the City contracts far
15 t�e design andlor constrtictzon ofthe project, the master project schedule wilj
16 incorporata elements of th� Design and Construction schedules as deemed
17 appropriate by the City's Prnject Gontroi Specialist. The assigned City Pro�ect
ig Control5pecialist creates and maintains the rrmaster project scheduie in Pb (City's
19 scheduling software).
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2. Construction 5cheduje
The Contractor is responsible for developing and maintaining a scheduie for the
scope of the Contractor°s contractualrequirernents. The Contractar will issue an
initial schadula for review and acceptance by the City's Project Contral Specialist
and the City's Project Manag�r as a baseline sch�dule for Contraetor's scope of
work, Cant�actorwillissue current, accurateupdates oft�e�r schedule (Progress
Sc�►edul�) to the Ciiy at the �end ot'each month throughout the life of their work.
B. Sc�►edule Tiers
T�e City has a portfolio of pxajects that vary widely in size, complexity and content
requiring different scheduling to effectively deliver each project. The City uses a
"tiered�' approach to align the proper schedule with the eriteria for eaci� project. The
City's Project Ma�ager determines the appropriate schedule tier far each pro3ect, and
iticludes that designation and the associated requirements in the Coniractor's scope of
work. The follawing is a summary of the "tiers".
1. Tier 1: Srriall 5ize and Short Duration Project (design not required}
The Ci�y develops and maintains a Master Project �chedule fnr the project. No
schedule subnnittal is requ�red from Contraetor. City's Project Control5pecialist
acquires any necessary scheduie status data or inf'ormation through discu�sians with
the respective party on an as-needed bas�s.
Tier 2: Small Size and Short to Medium Duration Project
The C�y develops and mazntains a Master Praject Schedule for the project. The
Contractor identifies "start" and "finish" milestone dates on key elements of ti�eir
work as agreed with the City's Project Manager at the kickoff of t�eir w ork effort.
The Contractor issues to the City, updates io the "start" and "i'�nish" dates for such
milestones at t}ze end of each month throughout the life of their work on the project.
3. Tier 3: Medium and Large Size and/or Camplex Projects Regardless of Duration
CTTY OF FORT WQRTH
STANDARP CQNSTRUCfION SP�CIFIC,h.TION DOCUM�N'IS
E2evised August 13, 2U2 i
2022 eoncreEe Restoratinn Contract L
Cicy Project No. I D3443
O1 32 16 -3
CQNSTRLIC'l"ION PROGRESS SCHEDiILE
Page 3 of ] p
The City develops and maiti�ains a Master Project Sc3ledule for #he project. The
Contractar develops a Basel[n� 5chedu�e and maintains the schedule of their
respective scope of wa�'k on the project at a level of detail {generai�y I,e�e13) and in
alignment tv ith the WBS structure i�l5ectzan 1.4. H as agreed by the Project
Manager. The Cantractor is sUes ta the City, updates of the�r respectxve schedule
(Progress Schedule) at the end of each tndnth throughout the life of their work on the
project.
8 C. Schedule Types
9 Project d�livery for the City utilizes two types of schedules as noted beIow. The City
10 davelnps and maintains aMast.er Project Schedule as a"baselicle" sch�dule and issue
11 monthly updates to the City 1'raject Managa�• {end of each month} as a"pt-ogress"
I2 sch�duIe. The Cantractor prepa��es and subm.its each schedule type tn fulf'ilI their
13 ca�tractuai requirernents.
14
15 1. Baseliiae Schedule
16 The Contractor develops and submits to the City, an iniiial schedule for their scope
17 of work in alignrrient with this specification. Onc� reviewed and accepted by the
l8 City, it b�comes the "Baseline" schedule and is the basis agau�st which all progress
19 is measured. The basel'vne schedule will be updated vvhen there is a change or
20 addition to the scope of wnrk impacting the duration of the work, and oniy after
21 receipt of a duly authorized change order issued by the City. In tlae avent progress is
22 significantly behind schedule, the City's Project Manager may authorize an update
23 to tY►e base�e schedul� to facilitate a more practical evaluation of progress. Ar�
?A example of a Basaline Schedule is provided in Specification O1 32 16.1
25 Constructia� Project Schedule Baseline Example.
25
27 2. Progress Sch�dule
2S The Contractor updates then• s ched.ul� at th� end of each month to represent the
29 progress achieved in the wor(c which includes any impact from authorfzed changes
30 in the wark, The updated schedule tnust accurately reflect the curr�nt status of the
31 �vork at that pofnt in time and is re�erred to as the "Progress Schedule". The City's
32 Project Manager and Project Contral5pecialist reviews and accepts each pragress
33 schedule. In the event a progress schedule is deemed not acceptable, the
34 unacc.eptable issues are identi�ed by the City within S t�arking days and the
35 Cantractor must provide an acc�piable pragrass scheduIe within 5 working days
36 after rec�ipt of non-acceptance not�cat�on. An example of a Frogress Schedule is
3.7 provided ir� Specification Ql 32 16.2 Constructioz� Prnject Schedule Progress
38 Exarnple.
39 D, City Standard Sclledu�e requirements
40 The f4llow ing is an over�iew of the methodology far develaping and inaintaining a
41 schedule for delivery of a project.
CITY O[' FORT VVORTII 2022 CpncreYe Restorativn Contract 1
STANDARD COI�STRUC7'I�N SPECIFICATION DQCUIVILNTS City ProjectN.o, 103443
Itevised August 13, 2021
ni 3a�6-a
CONSTRUCTIONPROGRE55 SC�IEDUI.�
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1. Sch�dule Framewark - The schec�ule wili be based on the defin�d scape af work
and %llow the (Critical Path Methodalogy) CPM method. T�e Contractor's
schedule wili align r�vith the r�q�irements ofthis �pecificatior� and will be cost
lor�derC to reflect their plan for execution. Compliauce with cost loadiug can be
provided with traditional cast loadin�; oi line items OR a projected cast �r
month for the prajecY �hen the inilial schedule is submitted, updated on a
quarter[y basis is si�nificantchange is ant�cipated. Overall schedule duration
w ill align w ith the contractual requirements for the raspective s cope af work and be
reffected in City's Master Project Schedule. The Project Number arid Name of the
Project is required on each schedule and mLlst rnatch the City's prnject data.
E. Schedule File Name
A!1 schedules subm itted tQ the City for a project w ilj har�e a file name that begins w ith
the City's project ttumberfollawed by the name of theproject followed by hr�selins {if
a baseline schedule) or the year and ►nonth (if a progress schedule), as shown belaw.
o Baseiirie Schedule File Name
Format: Ciry ProjectNumher ProjectNarrse BaseIine
Example: 101376 North Montgomery Street �IMAC Baseline
• Progress Scl-ieedule File Name
Farmat: City Project Number Project Name YYYY-MM
Example: 101376 North Montgornery Street HM��C 2018_O1
� Project Schedule Progress Narra.tive FileNam.e
Format: City Project Number Project Nam.e PN YYYY MM
Example: 101376 Narth Montgomery Street HMAC PN 2D18_O 1
F. Schedule Templates
The Cantract�r w ill utiiize the relevant s ections from th� City's templates provided in
the Gity's document management system as the basis �or creating their respecti�e
prflject schedule. Speci�ically, the Contracior's schedu�e will a�ign with the layoui of
the Construction seetion. The templates are identified by type of project as noted
belaw .
� Arterials
� Aviation
• Neighborhood Streets
� Siciewalks (later)
� Quiet Zones (later)
� Street Lights (later)
o Intersection Improvemenis (jater)
o Parks
o Storm uT ater
� Street Maintenance
� Traffic
� Water
48 G. Schedule Calendar
GITY Or rORT WORT[3
STANfJAl2D CONSTRUCTION 5PECIPICATION C}OCUNLENTS
Revised August 13,202i
2022 Conerete Restoration Contraet l
City Praject No. 103445
ai 32 i6 -s
COAiSTRUCTIpN PRdGRE55 SCHEDULE
Page 5 of l0
� The City's standard calendar for scl�edzale de�elapment purposes is based on a 5�day
2 workweek and accounts far the City's eight standard halidays (New Yeaa�s, Ma�•tin
3 Luther King, Memgrial, Independence, Lab�r, Thanksgiving, day after T11an[csgiving,
4 Chr�tmas}. The C�ntractor will establish a schedule calendar as part o�th� schedule
5 develnpment process and provide to the Project C�ntrol Specialist as part ofthe basis
b for their schedule, Variations between the City's calendar and the Contraetor's
7 caiendar must be resol�ed prior to the City's acceptance oftheir �aselirte project
S s chedule.
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H. WB� & Mi�estone Sta�adards for Schedule Development
The scope of work ta be accnmplished by the Contractor is represented in the schedule
in th� form of a Wark Breakdown Structure (WBS}. The WBS is the basis for the
developrnent of the �chedule acti�ities and shall be imbedded and depicted in the
schedule.
The follow ing 2s a summary pf the standards to be fo[lowed in preparing and
maintaining a schedule for project delivery.
19 I, Contractor is required to utifize the City's WBS struc#ure and respective
20 project type template for "Construction" as shovvn in 5ection 1.4.Hbelo�v.
21 Additional activities may be added to Lx:vels 1� 4 to accommadate th� n�eds
22 of the organization executing the wvork. Specifically the Contractor will add
�3 ac�ivities under WBS XXXXXX.80.8� "Construetion Executian" that
24 de[ineates the acii�ities associated with the various components ofthe work.
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2. Contractor is required to adhere to tha City's Star�dard Mileston�s as shown
in Section 1.4.I below. ContractorwiU include acfditic�nal milestones
representit�g itiiermediate deliverables as requirecf to accurately reflect their
scope of work.
I. Schedule Activities
Act'rvities are the discrete eletrzents of work that make up the schedule. The� will be
organized under the umbrella nf the WBS. Activity descriptions should adequateIy
describe the activity, and in some cases the extent af ihe acti�ity. AlI acti�vities are
9ogically tied with a predecessor and a successor. The only exception to this rsaIe is for
"project start" and "project iinish" miles#anes.
38 The activity duration i� based on the physical amount of work to be performed for the
39 stated activity, w ith amaximum duration of 20 working days OR a continnous activity
40 in one location. If the work for any one activity exceeds 2Q da�s, break that activity
41 dawn increm�nta]Iy to achieve this duration constraint. Any exception to this requires
42 ee�iew and acceptance by the City's Prnject Contral Specialist.
43
44 J. Change Ord�rs
45 When a Change Order �s iss ued by the City, the impact is incorporated into the
46 pre�iously accepted baseline schedule as an �pdate, to clearIy show' impact to the
47 project timel�n�. The Contractor submits this updated baseline schedule to the City for
CI'I"Y �P FORT VWORTH 2O22 Conerete Restoration Contract 1
STANDARD CONST'EtUCT'ION SPEGIFICATIpN DbCUM�NT3 City Project Na, 103445
Revised August 13, 2021
at 3z �� -6
CONSTRUCT[pN i'ROGRESS 5CI-I�DULE
Page b af 1�
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review and accepta�nce as described in Section 1.5 6elow. Updated baseline scnedules
adl�ere to the fallovaing:
1. Tune extensions associated with appraved contract madifications are limited to the
actual amount of time the project activities are anticipated to be delayed, unless
otherwise approved by the Program Manager.
2. The re-baselined schedule is subrnitted by the Cantractor within te� workdr�ys after
the date of recei�t of the approved Change Order.
3. The changes in �ogic or duratians approved by tlae City a� e used to atzalyze the impact
of the change and is included in the Change Order. The coding %r a new acti�ity(s)
added to the schedule for the Change Order includes the Change Order number in tha
Activity ID. Use as many activities as needed to accurately show the work of tha
Change Order. Revisians to the baseline schedule are nat effective until accepted by
ttae City.
K Ciky's Work Breakdown Structure
WBS Code WBS Narne
���XXXX Project Name
XXXX'X�.30 Design
XXXX��X.30. i0 Design Contractor Agreement
�XX��XX.30.20 Conceptual Design (30%)
XX�XXX.30.30 Prelim.inary Design (60%)
XXXXXX.30.40 Finai Design
XXXXX.X.30.SQ Environmental
XXX3�XX.3Q.60 Permits
XXXXXX.30.b0.10 Permits - Identif'ication
XXXXXX.30.6d.20 Permits - Revievv/Appra�e
XXX��X.40 ROW & Easements
XXXXXX.40.10 ROW N�gotiations
XXXXXX.40.20 Condemnation
XXXXXX.7Q Utility Relocation
XXX��YX.70.10 iltility Relocation Co-ordination
XXXXXX.$0 Constraction
XXXX��.8D.81 Bid and Award
XXXXXX. 80.83 Gonstruction Execution
�XX.`�XX.80.SS Inspection
XX�XXX.8�.$6 Lan.dscaping
�'XXXXX.90 Closeout
XXXXX�.90.10 Construction Contract Close-out
X�CXXXY.90.40 Design Contract Closure
L. City's Standard Milestones
The fo�lowing milestone act�vities {i.e., important events on apraject that mark criticai
points in time) are of particular interest to the City and must be reflected in the project
schedule for all phases of work.
CI'1'Y OF FORT WORTH
STANDAAD CONSTRUCTION SPCCIFICATTON E}OCUMENTS
Revised AugusY 13, 2021
2Q22 Concrcte RcstoraCion Gont�act 1
City Praject No. 103945
OI3216-7
CONSTRUCTiONPROGRESSSCHEDULE
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ActivitY ID Activity Name,
Design
3020 Award Design Agreement
3040 Issue Notice to Proc.eed - Desigt� Ettgineer
3100 DesignKick-offMeeting
3120 Submit ConceptualP[ans to Utilities, ROW, Tra�F�c, Parks, Storm Water,
Water & Sewer
315Q 1'eer Review Meeting/Design Re�iew meeting {technical)
316Q Conduct Design Public Meeting #1(required)
317D Concep#ual Design Complete
3220 Submit Preliminary Flans and S�ecif'ications to UtiIities, ROW, Traffic,
Parks, Storm Water, Water & Sewer
3250 Cnnduct Design Pu.blic Meeting #Z (required)
3260 Preliminary Design Complete
3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Starm Water,
VLaater & Sewer
333Q Conduct Design Public Meeting #3 {ifi'required)
3360 Final Design Complete
ROW & Easements
4000 Right of Way Start
423p Right .of Way Conaplete
Uii�ity Relocation
�000 ut�t�� staxt
7I20 Utilities Cleared/Complete
Construction
Sid and Award
$110 ,Start Arlvertisement
8I50 Co��duct Bid Opening
$240 Award Canstruction Contract
Construction �ecution
$330 Conduct Construction PubEic Meeting #4 Pre-Constructian
8350 ConstrLiction 5tac-t
8370 Substantial Completian
8540 Canstruction Complet[an
9I30 Notice of Completion/Green Sheet
9I50 Constructlon Cantract Closed
9420 Design CantractClosed
SUBIVIITTALS
A. Sck�edule Submittal & Review
The City's Project Manager is responsible for reviews and acceptance of the Cornractor's
schedule. The Ciry's Project Coniral �pecialist is responsible for ensuring alignment of
tI�te Contractor's baseline and progre�s schedules with t�e Master Project Schedu�e as
support to the City's Projeet Manager. The City revi�ws and a.ccepts or rejects the
schedule within ten wowkdrays of Cantractor's subrniital.
C1TY OF �ORT WOR'LH 2O22 ConcreLe Restoration Contraet 1
STANDAItD CONSTIbUCI'IpN SP�C]FICATION DpCj.IMHNTS Ciry ProjectNo. 103445
Rcvised August 13, 202!
Ol 3216-8
CONSTRUCTIONPROGRESS SCHEDULE
Page 8 of ] 0
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Schedule Format
The Contractor wiil submit eaeh schedule in twn electronic forms, on� in native iile
format (.xer, .xsnL, .mpx) and the second in aprl.f format, inthe City's docum.ent
managet�ent system in the locatian dedicated for this purpose and identi%ed by the
Project Manager. In the event the Contractor does not use Prr�mavera P6 or MS
Project for s cheduGng purposes, the s chedule informafiian must be submitted in .xls or
.xls�e format in compliance with the sample iaya�at (See Spec�cation O1 32 16.1
Construction Project Schedule Baseline Example), incSudi�g activity predecessors,
successors and totai float.
2. Initial & Baseline 5chedule
The Contractar will develop their s.chedule far their scope of work and submit their
ir�itial schedule in electronic form {in tYte file formats noted above), in the City's
document management system � tha lacation dedicated for this purpose at least 5
warki�g dr�ys prior to Pre Cnnstruction Meeting.
16
17 The City's Project Manager and Praject Con�rol Specialist review this initial sched�ale
18 to determine aligr►ment with theCity's Master Froject Schedule, including format &
19 WB5 structure. Followirig the City's review, feedback is provided to the Contractor
20 for their use in finalizing their initial schedule and issuing (wrtl�in five workdays) their
21 Baseline Schedule fnr final review and acceptance by the City.
22
23 3. Progress Schedule
24 Tl�e Contractor will update and issue their prnject sc�edule (Frogress Schedule) hy the
25 last cic�y of each month throughout the life of their work an the project. The Progress
26 5che�ule �s submitted in electronic form as noted ahove, in the City's document
27 managemenY system in the locaiion d�dicated for this purpose.
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The City's Project Control team reviews each Progress 5chedule for data and
in%rmation that suppoz�t the assessment of the update to the s chedule. In the event
data or information is missit�g ar incompiete, th� Project Controls 5pecialist
communicates directly witih ihe Contractor's scheduler far providing same. The
Contraetar re-submits ihe cnrrected Prog�ess Schedule wfthin 5 workrlc�ys, following
the submittal process noted above. The City's Praject Manager and Projec� Control
Specialist review the Contractor's progress schedule for acceptance and to monitor
performance and pragress.
38 The following list af ite�ns are required to ensure prDper status infarmairon is
34 cor►tained in the Progress Sehedule.
40 � Baseline Start date
41 � Baseline Fin�sh Date
42 � % Complete
43 o Float
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o Activity I,ogic (dependencias)
o Critical Path
� Acti�ities added or deleted
• Expected Baseline Finish date
� Variance ta the Baseline Firrish Date
C1TY OF FQRT WORTH
5'CANDARD CONSTRUCTiQN SPECIC'ICA'i'ION DOCUMENTS
Revised Augsist 13, 2021
2022 Concrete Restoration Contract 1
City Project No. 103445
Ol 3216-9
CqNSTRi]CTION PItQGRESS SGHEQULE
Page 9 of l0
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B. Monthiy Construction Status Report
'I"he Contractor submits a written status xeport (referred to as a progt•e�s nar�ati�e} at the
month[y progress tneeting (if mont�Iy meetings are held) ar at the end of each month to
ac�campany the 1'rogress Schedule submittal, using ihe standaa•d formax provided in
Specifieation Ol 32 16.3 ConstructiQn 1'roject Schedule Pragress Nar�rative. The contet�t
of the Construction Project Sch�edule Progress Narrative should be concise and complete
to inc3Ude oi11y changes, dalays, and anticipated problems.
C. Submii�al Process
� Schedules and Monihly Constr�ction Status Reports are submitied in in the City's
document management system in ihe lncation dedicated fa3� this purpose.
o Once the project has been completed and Fina1 Accepta�ce has been issued by the
City, no furthei• progress sched�les or construction status reports are required fram
the Contractor.
1.
T6 I.� ACTIONSUBMITTALS/INFORMATIONAL Si7BMiTTALS [NOT LTSID]
17 L6 CLOSEOUT SUBMITTAL� [NOT USIDj
18 L'� MAINTINANCE MA�ERIAL SUBMITTALS [NOT USID]
19 1.8 QUALTTY ASSURA.NCE
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A. The person preparing and r�vising the construction Progress Schedule sha11 be
experi�nced in the preparation ofschedules af similar complexity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
updated and revised ta accurately retTect the performane.e of the construction.
C. Cantra�tor is responsible far t11e quality of all suhmittals in this section meeting the
standard of care far the construcrion industry for �imilar project�.
26 1.9 DII,�VERY, STORAGE, AND HANDLING [NOT i1SID]
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1.10 FIELD [SITEJ CONDITI�NS [N�T USID]
�.li W�-iRR�NTY (NOT USID]
1.1� A'TTACI�N'I',S
Spec bl 32 16.1 Constructian Project Schedule Baseline ��amp.le
Spec OI 32 I6.2 Constructiar� Project Sch�dule Progx•ess �.xample
�pec O l 3216.3 Constructian Proj�ct Schedule Progress Narrative
CITY OF FORT'I�JORTH 2O22 Concrete Restoration Contraci l
STANDARD CONST[2CICT'ION SPEGIFICATION DOCUM�NTS City ProjecY No. ]03445
Revised August 13, 2021
013216-]0
CONSTKUCTION PROGRCSS 5CH�DULE
Qage 10 nf 10
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DATE NAM�
&11312021 NfichaelOwEn
6
PART 2 - PRODUC'� [NOT USID]
PART 3 - EXT,CUTION [NOT USID]
END OF SECTION
Revision I.o�
SUMMARY OF CHANG�
ta update specificatian requirements aiid eliminate duplicate schedule
C1TY OF FDRT WORTH
BTAI�DARD CONSTRUCiLON SPECIFICATION dOC.I]NIENTS
Itevised August [3, 2a21
2022 Cnncreta Res�oration Contract 1
City Project No. 103445
O1 32 16.1
C a3�I5 T RiiCTIOAi PRDGR �S S S CHEDULE — BAS�L➢VE E3CAIVIPLE
Page 1 of S
�
SECTTON Ol 3� 16.1
GON�TRUCTTON SCH�DLILE — B/-�,SELINE EXAIv�'LE
3 PART 1 - GENERAL
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14
IS
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'ihe follnwing is an example of a Contractor's pi�oject sahedule that illsastrates the data and
expectation for schedul� conten# depictingthe basaline idr the project. This version ofthe
schedu�e is referred to as a"baselin.e" schedule. This exarnple is intended to provide
guidance for the Contractor when developing and �ubmitting a bas�line schedu[e. See CFW
Specification O1 32 16 Construction Schedule for details and requirements regarding Che
Coniractor's projectschedule.
CCI'Y OP FORT WpRTi-I 2022 Concreie Restoration Cnntract l
STANDARD CONSTRUC'I'ION 5PECIFICA'TION DOCUM�N7'S City ProjeetNp. 103445
Revised Augiist l3, 2021
01 3216. I
CONSTRUCT ION PROGRES S 5 CHEI7UL�- RASELIN� SXAiv1PLE
Page 2 of 5
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CTI'Y OF FQRT WORTI-1
STANDARD CONSTRUCT'lON SYEC¢'ICATION DOCUMENTS
Revised August l3, 2Q21
2022 Concrete 12estoration Contract 1
City Project No. 103445
01 3216.1
CONSTRUCI']ON PROGR�SS SCHEI]CJLE—BA$ELIN� EXAMPLE
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CiTY OF C'ORT WORTI3
STANDARD CQNSTRUCCION SPECIF[CATION AOCLIMENTS
Revised August l3, 2Q21
2022 Concrete Restoratian Coni��act 1
CiYy Frajeet No. ] 03445
p] 3216.1
COI+ISTKUCTIONPROGIZESS SC1��EDULE—BAS�LINE�JCAMPL�
Page 4 of 5
CITY QF FDRT WORTH 2U22 Co.ncreteRestoration Contract l
STADIDARD CONSTRUCTiOIV SP�CiE'ICATION DOCUMENTS City Project No. �03445
Revised August Z3, 2021
oi 3zf6.i
CONSTRUCTIONPRQGRESS 5CI-IEDULE—BASELINEEXAMPL�
Page 5 of 5
1 nvn o� src�[orr
CITY OF FORf WORT]-I 2022 Concrete Restoration Gontract 1
STANpARD CDNS'I'RUCI'[ON SPECIF7CATIfJN DOCUMEN'TS City Project No. 103445
Revised August l3, 2021
01 3216.2
CONSTRIJCTIONPROGRE$S SCH�DUL6--PiZOGRE55 EXA1VfPLE
Page 1 oF4
1 SECTION Di 3� 16.�
2 CONSTRUCTION SCHEDULE — PROGRE5S EXAMPLE
3 PART 1 - GI:NERAL
4 The follow ing is an example of a Contractor's pro�ect schedule that illustrates the data and
5 expectatian for schedule content depicting the prngress for the praject. This version of the
6 schedul� is referred to as a"pragress" schedule. TEiis exam�le is intended to provide
7 guidance for th� Cantractor when devefoping and s�,lbmitting a progress schedule. See
8 CFW Specifcation O1 32 16 Consirucfion Schedule for details and reqvirements regarding
9 the Contractor's project schedule.
za
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17
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25
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CITY OF FaRT WdRTH 2O22 CnncreYe ResEoratian Cantract 1
STANQARD CDNS"E`ttUCfION SP�CIF'iCATION DOCiJMEiJTS City ProjeclNo. 103445
Revised August 13, 2D21
D1 3216.2
CONSTRUCTION PROGRESS SCHEDUL�- PROGRESS EXAMPL�
Page 2 of 4
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STANDARf] CONSTRUCTION SP�C]CICATION DOCi.]NI�i�ITS
Revised A�agust 13, 2021
2,022 C.oacrete Restoration Contrqet l
City Projact No. 103445
41 32 f 6.2
COIdSrRUCTION PROGRE55 SCIi6I�ULE—PRdG12E5S EXAMPLE
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CITY OF FORT WORTH
STANDARD COIVSTRYJGTION SPECIFICATION DQCUME�TTS
Revised August 13, 2021
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2p22 Conccete Restnration Contract L
City Project No. 103445
ai 3z rs.z
CONSTRUCTIpNPROGRESS SCH�DULE—PROGRESS �XAMPLE
Page 4 of 4
I IIVD OF SE(:TION
Revision Lag
DAT� NAM� SUMMARY OF CHANG�
7uly 20, 2018 M, d�rell Initia[ Issue
Mffy 7, 2Q27 M Owen Revised name due tore�isvigthesched¢ale specification
CTI'Y OF F017T WORTH 2O22 Concrete Restoration Contract l
STANDARD CONS'C'itUCTION SPECIFICATION DOCi7MEN"F5 City ProjectNo. 103445
Revised Au�ust 13, 2021
6132 163
--PROGRBSS NARRATIVE
Page 1 of 1
A. List of ac#ivities c
1. (insert texi here)
z. (insert text here)
3. (insert text her�)
4. (insert tea� here)
5. (insert te� here)
6. (ins�r� text here)
IQ
C.
in the ret�ortinq p�riod.
Lis� any pofentiaf delays and prorride mitigationactions
�,. (insert text here)
2. (insert text herej
3, (inser� #ext here)
List any actual delays and pro��de recor�ery actions
1. (�nsert �ext here) -
2. (insert text here)
3. (insert text here)
Cty of For[ Worth, Texas 2022 Concrete Restoration Con�act 1
Construction Project Schedule Narrative Report farCFW Projetts CiryPrajectNo. ]03445
Rev�sed August 13, 2021
Pagelof 1
SECTYON OI 32 16.3
CONSTRUCTION PROJECT �CHEDULE PROGRESS NARRATIVE
o�3z33-i
PTtCCONSTRUCTIqN VIDEO
Page l of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
FART1- GENERAL
1.1 SUMMAR,Y
A. Sectian Includes:
1. Administrative and procedural requirements for:
a. Preconstrucfion Videos
B, D�via�ions fi•om this City of Fort Warth Standard Specification
1. None.
C. Related Specification 5ections inclLide, but are not nacessarily lirnited to:
1. Divisian 0-- Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Require�nents
1.2 PRICE AND PAYM�NT PROCEDCIRES
A. Measurement and Payineni
1. Work associated with this Item is considered subsidiary to the various iteins bid.
Na separate payment will be allawad for this Item.
1.3 REF�R�NCES [NOT US�Dj
1.4 ADMINISTRATIVE REQ�[1IREMENTS
A. Preconstruction Video
1. Fraduce a pr�construction �ideo of the sitelaligtunent, including a11 areas in the
v�cinity of and to b� affected by construction.
a. Provide digital copy nf video upon request by the CEty.
2. Retain a copy of the preconstrt�ction videa until the end af the rnaintenanee surety
periad,
1.5 SiJEMITTALS [NOT U�ED]
1.6 ACTION SUBMITTALS/IN�ORMATIDNAL SUBII�TTALS [NOT USED]
1.i CL�SEQUT SYTBMITTALS [NOT USED]
1.$ MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI
19 QiTAL�'Y AS�URANCE [NOT USEII]
I.10 DELN�RY, ST4RAGE, AND HANDLING [NOT US�D]
l..11 FIELD [SITE] CONDITXONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WOR`I'H 2O22 Conerete Restocation Contraet l
STAIVDARb CONSTRUC7'IO�T SP�CIFICATION DOCUNIENTS City Project No. 103445
Kevised 7uly l, 20ll
Q13233-2
PRi'CONSTRUCTION VIDEO
Pa�e 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DAT� NAME SUNIMARY OF CHANGE
CIT'Y OF FORT WORTH 2U22 Canca-ete Restoration Cantract 1
$TANDARD CQNSTRUCTION SPECIFTCATION DOCUIVIENT5 City Project No. 103445
Rer+ised July 1, 20l 1
013300-1
SUBIvI['CTALS
Page I of S
SECTION 0�. 33 00
SLTBMiTTALS
PART1- GENERAL
1.1 Si1MMARY
A. Section IncEudes:
Generai methods and requirements af sub�nissions applicable to the fnllowing
Work-related submiitals:
a. Shqp Drawings
h. Praduet Data {inclutiing Standard Produci I.,ist submittals)
c. Sair�ples
d. Mock Ups
6. Deviations from this City of �'ort Worth 5tandard Specification
1. None.
C. Related Specifcation Sections inelude, but are not neeessarily limited to:
1. Division 0--Bidding Requiremenis, Contract Forms and Cpnditions af the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYM�NT PROCEDURES
A. Measurement ��d Paym�nt
i. Work assoeiated with this Item is cansidered subsidiary to the various items bid.
No separate payment will be allowed for this Ite�n.
1.3 REFERENCES [NOT U��D]
1.4 ADNII�NISTRATNE REQUIREMENTS
A. Coordinatio.n
1. Notify the CiYy in writing, at the time of submit�al, of any deviations in the
submittals from the requirements of the Contract Dncctments.
2. Coordination of Submittal Times
a. Prepare, pt•ioritize and transinit each s�Ebinittal sufficiently in advance of
performing the ralated 4Vork ar other applicable aetivities, ar within the time
specified in the indi�idual Work Sections, ofthe Specifications.
b. Cantractor is responsible such that tihe installation will not be delayed by
pracessing tiines incIuding, but not limited to:
a} Disapproval and resubmittal (if r�quired)
b) Coordination with other suhmittals
c) Testing
d) Purchasing
e) Fabrication
f� Delivery
gj 5imilar sequenced activities
c. No extension of time will be authorized b.eca��se of the Can�ractor's failure to
transmit submittals suffiezently in aduance of the Work.
CITY OF FpRT WOATI-I 2Q22 Concrete Restaation Contract 1
fiTANI]A[tD CONSTRUCT'lON SP�CIPICATI0I�I DOCUMCNTS City Project No. 103445
Re�ised DecemhEr 2D, 2012
oi33ao-a
SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance wittt approved schedule, and in such
sequence as to cause no delay in the Work nr in the work of any other
cantractor.
B. Submittal Nuxnbering
1. When subm�tting shop dr�wings or samples, uti.lize a 9-character su4�mittal cross-
reference identiftcation numbering system in t13e fallowing �nanner:
a. Use Y.�ae first b digits of the applicable 8p�cification Section Number.
h. �ar the next 2 digits number use numbers Q1-99 to sequentialjy number each
initiaj separate iterr� or drawing suhmit�ed under each specifie Section nuz�ber.
c. Last use a letter, A-Z, indicating the resubmissian of the same drawing �i.e.
A=2nd submission, B=3rd submission., C=4th submissian, etc.). A typical
submittal numbez' would be as foliows:
03 30 00-08-B
I) Q3 30 00 is the Specification Section far Concrete
2,} OS is the ei.ghth initial submittal under this Specification Section
3) B is the tl�ird submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
I. Review shop drawings, product data and samples, includi�g those by
subcontractors, prior to submission to determine and veriiy the following:
a. Field measur�menis
b. Field construction criteria
c. Catalog numbers and similar data
d. Canformance with the Cont�•act Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certiiication �tatement af�xed including:
a. The Contractar's Company name
b. Signature af sub�nittal reviewer
c. Certiftcation 5#atemeni
I) °`By this submittal, I hereby represent that I have determined and verified
fi�ld measurements, field construetion criteria, materials, dimensio�s,
catalog numbers and similar data and I have checked arad coordinated each
item with other applicable ap�ro�ed shop drawings."
D. Submittal Format
1. Fold shop tlrawings larger than 8'/z inches � 11 inches to S�z inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1} Description of S'acket
2) Contractor Certiiication
h, List af items ! Table of Gontents
c. Product Data IShop Drawings/Samples ICalculations
E. Submit�al Content
1. The date of submission and the dates of any previaus submissions
C1TY �F FOR'� VJORTH 2O22 Concrete Restoration Contract l
S"CANDARD CO�fSTRUC�'IL7N SPECIFICATIO[�f DOC[1NL�NTS City Project No. iQ3445
Revised 1]ecernber 20, 20i2
o� 33oa-3
SUBMIT'CALS
Page 3 of 8
2. The Project title and number
3. Contracf:or identification
�. 7'he names of:
a, Contractor
b. Supplier
c, Manuiaciurer
5. Identification of the prod�ict, with the 5pecification Section nLimber, page and
P�•agl•aph�s)
6. Field dimensions, elearly icEentified as such
`7. Relation to adjacent ar critical features of the Work or materials
8. Applicable standards, sucl� as ASTM or Federal Specitication number�
9. Identification by highlighfir�g of deviations from Contract Documents
] 0. Identification by highlighting of re�isians on eesubmittals
I 1. An 8-inch x 3-inch blank spaca for Contractor and City stamps
F. 5hop Drawings
1. As spe�c�fted in individual Wark Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/insfallaiion {working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork rnanu�acturing instructions
e. Custo�n templates
f. Special wiring diagrams
g. Coordination drawi.ngs
h. Individua! system or equipment inspectian and test reports including:
1 j Performance cuzves and certificatir�ns
i. As applicable to the Work
2. Details
a, R�lation of the vario�s parts to the mair► members and lines of the structure
b. Where cqrrect fabrication of tha Work depends �,�pon field measurements
I) Provide such measurements and note an the drawings prior to submitting
fo�• approval.
G. Product Data
1. Far submittals of prod�Ect data for products inc.luded an ti�e City's Standard Product
C,ist, clearly identify each item selected for use on the Project.
2. For submitta]s of prodtict data for products not incIuded on the City's Standard
Product Li�t, submittal data may include, but is not necessarily limited ta:
a. Standard prepared data for manufactured products (sometimes refe�red to as
catafog data)
1) Such as the manufacturer's product specification and installatian
instractlons
2} Availability of colors and patterns
3) Manufacturer's pxinted statements of compliances and applicability
4) Roughing-in diagrams and tetnplates
Sj Catalog cuts
6) Product photographs
CITY OF FORT WORT'I� 2022 Concrete Keskoration Cantract l
STANDARD CONSTR[1CTION SPECIFICAT[ON DpCUMENTS City Pi�oject No. 103445
Itevised T]ecemher 20, 2U 12
013300-4
SUBMITTALS
Page 4 of $
7) Standard wiring diagrams
8) Printed perfor�nance curves and ope�•atinr�.al-range diagrams
9} Production or c�uality control inspection and test reports and certifca�ions
10) 1VIi�l reports
11) Product operating and maintenance jnstr�tctions and recommended
spare-parts iisting and printed product waxranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sectians, include, but are not neeessariIy limited to:
a. Physieal exaznpies of the Work s.uch as:
1) Sections of manufactured or fabricated Wark
Z) Small cuts ar containers of materials
3) Compl�te units of repetitively used producis color/texture/pattern swatches
and range sets
4) Spaci�nens for coordination af visual effect
5) Graphic sym6ols and units o� Wor�C to be used by the City for independent
inspection and testing, as applicahle to the Work
I. Da not start War%requiring a shop drawing, sample or product data nor any material Yo
be fabricated or installed prior to the approval ar qualified approval of such item.
1. Fabricatian performed, materials purchased or on site consl�•uction accomplished
which does not conform to approved shop draw�iigs and data is at the Contractar's
risk.
2. The City will not be liable for ar�y expense or dalay due to corrections or remedies
requiz'ed to accomplish conformity.
3. Complete project Wark, materiais, fabrication, and instalIations in confarmance
with ap�roved shop drawings, applicable samples, and product data.
J. Subm.ittal Disfribution
1. Electranic Disixibution
a. Conftrm development of Projeet directory for e�ectronic submittals to be
uploaded to City's Euzzsaw site, ot another external FTP site approved by the
City.
b. Shop Drawings
1) LTp�oad submittal to designated project direct�ry and natify appropri�te
City representatives via email qf submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shap Drawings
returned, Contractor shall submit more than t1�e nurn6er af copies listed
above.
c. Product Data
3) Upload submittal to designated projec# directary and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies far af1 submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distributian (if required in lieu of electronic distribution)
C11'Y OF FORT WORTH 2O22 Concrete Restoration Contract 1
STANDARD CONSTRUCTION SPECIPICATION DOCIJMENTS Ciiy P�oject No. ] 03A45
Revised ilecember 20, 2012
o� 33on-s
SUBNI[TT11L5
Page S nf 8
a. Shap D��awings
I) Distributed to ihe City
2) Capies
a) 8 capies f�r mechanical submittals
b) 7 copies for all other submittals
c} If ContracYor r�quires m�re than 3 copies nf Shop Drawings return�d,
Contractor sha[1 subzxait more than the nutn6er of copies listed above.
h. Product Data
1) Distributed to the City
2) Copi�s
a) 4 capies
c. Samples
I) Distributed to tk�e Froject Representative
2) Copies
a} 5ubmit the number stated in tlie respecti�e Specification Sections.
Distribuie reproductions of appi•a�ed shop drawings and copies t�f appro�ed
praduct data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provid� number of capies as direct�d by the City but not exceading the number
previausly specified.
K. Stibmittal Review
1. The review of shop drawings, data and samples will b� for genera] conformance
vvith the des�gn concept and Contract Documents. This is not to be construed as:
a. Pert�nit�ing any depai��are from t}ae Contract requirements
b. Relie�ing the Cnntractor of responsibility for any errars, including detaiIs,
dimensions, �nd materials
c. Approvin.g departures from details furnished by the City, except as otherwise
provided herein
2. The revieru and approval af shop drawings, samples or product data by the City
daes not relieve the Contractax from his/her responsibility with regard to the
fulfilInnent of the terms of the Cotttract.
a. AI! risks of error and omiss�o� are assumed by the Contzactar, and the Ci#y will
have no responsibility iherefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Wo�•tc with all other associated wark and trades, for selecting fabrication proceases,
for techniques of ass�mbly and for performing Wark [n a safe manner,
4. If the shop drawings, data or samples as submifted describe variations and show a
departiure froin the Contract requirements which City �nds to be in the interest af
the City and to be so minor as not to involve a cllange in Contract Frice or time foz'
parformance, the City may return the reviewed drawings without noting an
exceptian.
5. Submittals will be returned to the Contractor under 1 of the follawing codes:
a. Code 1
1} "NO �XCEPTIONS TAI�EN" is assign�d when there are no notations or
comments on tlae �ubmittal.
a} When return�d under this code the Ca�atractor may releasa the
equipment and/or material for manufacture.
b. coa� 2
CITY OF FQRT 1NOEtTH 2O22 Concrete Restoratinn Contract l
S'iANDAAD CONSTEtUCTI�N SPECIFICATION DOCUMENTS City Yroject No, 1R3445
Revised Dece�n6er 2b, 2fl 12
U13300-6
3UBMITTALS
Page 6 of 8
1) 'BXCEPTIONS NOTED". This code is assigned when a confirmation of
the n�tations arid commeiiis IS NOT required by the Contractor.
a) The Contraetor may release the equipm�nt or �nateria� for m.anufacture;
however, aIl notations and comments mlist be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS N4T�D/RE�UBMIT". T11is comhination of codes is
assigned when notations and comments are e�ensive enough to reyuire a
resubmittal of the package.
a) The Ca�tractor may release the equipment or material for manufact►.�re;.
however, all notations and comments must be incorgorated into the
final product.
b) This resubmittaI is to address ail comments, omissians and
non-conforming items that wez'e noted.
c) Resubmittal is to be received by the City within i 5 Calendar Days of
the dat� of the City's iransmiital requiring the resubmittal.
d. CQde 4
1) "NOT APPRC}VED" is assigned when the submittal does not meet the
intent af tlne Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may 6e necessary to resubmit using a different manufacturer/vendor
tq ineet the Contract Documents.
6. Resubmittals
a. Handlad in the same manner as f�rst submittals
i) Corrections other than requested by the City
2) Mar�ed 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 revzews wi11 be performed at times conveni�nt to the City
and at the Contractor's expense, l�ased on the City's or City
Representati�e's then prevailing rates.
2) Provide Contr�ctor reimbursemen.i to the City within 34 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resu6missian ar any other delay in obtaining Ciry's
review of subm.ittals, wiil not entitle the Contractor to az1 extension of Contcact
Time.
7. Partial Submittals
a. City reserves the right to not reviaw submittals deemed partial, at the Gity's
disaretion.
b_ Submitt�ls deemed by the City to be not cot�nplete will be returned to the
Contractor, and wi�l be considered "Not Approved" until resubmitted.
c. The City may at ifs option provide a list or tr�arit tha submittal directing the
Conttacior to the areas that are incomplete.
$, If the Contractor considers azry correctian indicated on the shop drawings to
constit�te a change to the Contract Documen�s, then written notice musf be
provided thereof to the City at least 7 Calen�iar Days prior ta release %r
manufacture,
CITY OF FORT WOI2'fH 2a22 Concrete Restoration Contract 1
STANDAI2D CONSTRUCT[OI�f SPECIPICATION DOCUIvIENFTS Cily Projeet No. 1034A 5
Revised December 20, 2012
Q13300-7
SUBMITTALS
FB�E % U� $
9. When ihe shop drawings have been completed to tihe satisfaction of the City, the
Contractar may carry out the construciion in accordarice iherewith and no further
changas therein except upan �vri�Yen instructions from the City,
10. Each submit�al, appropria#ely coded, wil� be returned within 30 Calendar Days
fo]]owing receipt oisubmifta] by the C3iy.
L, Mack ups
1. Mock Up unifs as s.pecified in indi�idual Sections, include, but ara ttot necessarily
limited to, complete units of the standard of acceptance for tlzat type of Work to be
used on the Project. Remove at the completion af the Work or when direct�d.
M. Qualifications
I. If specificalIy required in ather Sections ofthese 5pec.ifications, submit a P.E.
Certification for each itein required.
N. Request for Information (RFI)
1. Contractor Request for addiEional information
a. Clarifcation or interpretatian ofthe contract dacuir�ents
b, When the Contractpr belie�es there is a conflict between Contract Docume��ts
c. When the Cantractor belie�es there is a can#�ict between the Drawings and
Specifioations
1) Identify the eonf�ict and requesi clar't�cation
2. Use th� Request for Information (RF'I) form provided by the City.
3. Numbering nf RFI
a. Prefix with "R�'I" followed by series number, "-xxx", begiYulittg with "O1" and
increasing sequentially with each additional transmittal.
4. Sufficieni information shall be attached tQ permit a wrftten response witllo�:it fi�rther
information.
5. TF�e CiTy will log each request and will review the request.
a. If revi�w of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Ghange
Order, as appropriate.
1.S SUBMITTALS [NOT USEDj
1.6 ACT�ON SUBMITTALSIIN�ORMATIONAL SUBMITTALS [NOT US�D]
i.7 CLOSEOUT SUBNTITTAL,S [NOT i]SED]
1.8 MAINTENANCE MATERTAL �UBMITTALS jNOT USED]
1.9 QUALI�'Y AS�IIRANCE [NOT USED]
1.10 DELIV�RY, STORAGE, AND HANDLING �N�T T7SED�
1.11 FIELD [S�TE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CTTY pF FORT WORTH 2D22 Concrete Restqration Conreact t
3TANDARD CONSTRUCTION SPECIFICATIQN DOCUMENTS City Project I�in. 103445
Re�ised December 20, 20I2
0 ] 33 QO - 8
5UBM17'I'ALS
Page 8 of 8
PART 2 - PRODUCTS [NOT US�D]
PART 3 - EXECL]TiON [NOT iTSED]
END OF SECTION
Re�ision Log
DAT� NAME SUIVIlVIARY OF CHANGE
12/2QI2012 D. 7ohnson 1.4.TC.8. Working Days mod'afied to Calendar Days
CITY OF F�RT WQitTH 2D22 Conccete Restoration Contract 1
5TANDARD CONSTRiiCTIpN SPECIFICATI�N DOGUMENTS Cily ProjectNo. 103445
Revisad December 20, 2012
OI 35 13 - l
SPECIAL PROJECT PROCEDURES
Page 1 of 8
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4 LI SLTMMAIZY
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A. Sectian Includes:
�I+JCT[ON 013513
SPEC�AL PA07ECT PR�CEDURES
1. The proeedures for specialproject circumstanees tha# includes, but is not litnited to:
a. Caordination withtheTexas Depart�nentoiTranspor�ation
b. Work near High Voltage Lines
c. Con�ned SpaceEntryFrogram
d. Air Pallution Watch Days
e, Use of Explosives, Drap Weight, Etc.
f. Wat�r Department Notif'zcation
g. Public Not�cation Prior to l3eginning Construction
1�. Coordination with iJnited States Army Corps of �ngfneers
[. Caordination within Rai]road pet�mits areas
j. Dust Cantcal
k. Empioyee Pa��king
B. Deviations from this City of Fort Wortfa Standard Specification
I. Nona.
20 C. Related Specification Sections include, but are nnt necessariEy L�nfted to:
21 1. Divis inn 0— Bidding Requirements, Cflntract Forms and Canditions of the Contract
22 2. Divisio.n 1—General Requirements
23 3. Section 33 12 25 — Cannection to F�isting Water Mains
2� 1.2 PRIC� AND PAYMEIVT PROC�DUI�S
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A. Measurement and Payment
l. Coordination within Railroad permit areas
a. Measurement
1) Meas��rement for this Item will be by lump sum.
b. Payment
1) The wark performed and materia[s furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coardination.
c. The price bid sha[1 inelude:
1) Mobilization
2) Inspection
3} �afety training
4} Additional Insurance
5} Insurance Certificates
6) Other requirements associated w ith general coordinatian with Raitroad,
including additiona! employees required to proteet the right-of-way and
praperty af the Railroad from damage aris ing out of and/or from the
constructian ofthe Project.
2. RaiIroad Flagxnen
CI'I"Y OP FORT WORTH 2O22 Concrete Resipration Contract ]
5T1L1�1]AC�ID CONSTAUCTION SPECIEICA7"]ON DOCiIMENTS City Fmject No, 103445
Revised December 20, 2412
0! 3S 13 -2
SPECIAL,PROJECT PROCEDUliES
Page 2 of 8
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a. Measurement
3) Measurement for this Iiem w ilI be per warking day.
b. 1'ayment
1) The w ark per�a�•med and materials furnished in acc ordance with this Item
will be paici for each wa�king day that Railroad Flagmen are present at the
Site.
e. The price bid sha.11 'mcfude:
1) Coordination for seheduling flagman
2) Flagrnen
3) Other requirements associated with Railroad
3. �ll other items
a. Work associated with these Items is considered subsidiary to the various Ifiems
bid. No separate payment will be allowed for this Item.
14 1.3 RE[�RENC E5
IS A. Reference Standards
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Reference standards cited in thi� Specif'ication refar t� the current reference
standard published at the tirr►e of the latest re�is ion date logged at the end of fhis
Specif�tcatian, unless a date is specificaily cited.
Health and Safety Code, Title 9. Safety, Subti�le A. Public 5afety, Chapter 752.
High Voitage O�erhead Lines.
1'�Iorth Central Texas Cauncil of Gnvernments {NCTC�G) —Clean Constructian
Specification
23 l.q ADNiI1�I�TRATIV� REQiJIRII1'lE1�iT�S
24 A. Coordinatian with the Texas Department of Tra�sportation
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1. When work in the rigl�t-of-way which is under the jurisdiction of the Texas
Department of Transportation (TxDQT}:
a. Notify tine Texas Depaxtment of Transportation prior to commencing any wark
therein in accordance with the provisians of the permit
h. AlI w ork perfarmed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval firom the Te�as Department af
Transportation
B. Woric near I�'igh Voltage Lines
1. Regulatory Requ�ements
a. All Work near �Tigh Valtage Lines (more than b00 volts measured betwean
conductors or between a conductar and the ground) shall �e in accardance with.
Health and Safety Code, Title 9, Subtitie A, Chapter 752.
Warning sign
a. Provide sign of sufficient size meetir�g ali OSHA requirements.
Equipment operating w ithin 10 feet of high voltage lines w ill requffe the fallowing
safety featur�s
�. Insulating cage-type of guard about the baom or arm
b. Insulator lirilts on the lift hook cannections for back hoes or dippers
c. Equipment must meet the safety reguirements as set forth by OSHAand tk�e
safety require�ents of the ouvner af the high voltage fines
Wark within 6 feet af high voltage electric iiries
2.
�
4.
C1TY DF FORT WORTI3
STANDARD COMSTCtUCTION SPCCIFICATIQN DOCIIMEN'�'S
Revised Aecember 20, 2012
2D22 Concrete Resta►ation Contract 1
Ciry Project No. ]03445
O1 35 13 -3
SPECIAL P R07EC'I' P RqCEDURES
Page � of 8
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a. Notification shall b� given to:
1) Thepower campany (exatnple; ONCOR)
a) Maintain an accurate ing of aIl such calls to pawer coinpany and recard
action taken in each case.
b. Coardinatian with power company
1) After natif'ication coordinate withthe power company to:
a} Ereci temporary mechanical barriers, de-energize the lines, or raise or
lower the lines
c. Na �ersnnne� may work wrthin 6 feet of a high voltage line before the abov�
requixements ha�e been met.
C. Can�n�d Space Entry Program
1. Pravide and follow appz•oved Confined Space Entry Progratn in accordance with
OSHA requirements.
2.. Confined Spaces include:
a, Manholes
b. All other confin�d spaces in acenrdance with OSHA's Permit Required for
Confined �paces
D. Air Pollution Waich Days
1
2.
General
a, Observe the fallnwing guidelines re�ating to worki�g on City constructton sites
on days designated as "AIR POLLLJTION WATCH DAYS".
b. TypicalOzone Season
I) May 1 t}�rough Octobe�• 31.
c. Critical Emission Time
1} 6:b0 a.m. to I0:00 a.m.
Watch Days
a. The Texas Commissior� on Enviranmental Quality (TC�Q), in coordination
w[th the National Weather Service, will iss ue the Air Po]Iution Watch by 3:00
�a.tn. on the afternaon prior to the WATCH day.
b. Requirements
I) Begin wark after 10:�0 a.rt1, whenever consb'uction phasing requires the
�ase ofmotori�ed equipment for periods in e�cess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a.m. if:
a} Llse o� motorized equipment is less than 1 hour, or
b} If equipment is new and certified by E�A as "Low Ernitting", or
equipment burns Llltra Low Sulfur Diesel (ULSD), di�sel etnulsians, or
alternative fuels such as CNG,
E. TGEQ Air Permit
1. Obtain TCEQ Air Permit for constru�tion activiiies per requirements of TCEQ.
�'. Use of Explasives, Drop Weight, Etc.
i. When Contract Dncuments permit on the project the fallowing w�ll app[y:
a. Public Not�ification
1) Submit notice to City and proaf o#'adeqUate insuranee coverage, 24 hours
prior to commencing,
2) Minimum 24 hour pctblic notif'icatzon in accordanee with �ection 01 31 13
46 G. Water D�partment Caordination
C1TY OF FORT WORTH
STAIVDARD COAISTRiIC1'IDN SPBCI�'ICATION I]OCU1vIE.NTS
Revised December 20, 2012
2022 Conerete ltestoration Contract 1
City 1'mjeet No, I 03445
01 35 13 -4
SPECIAL PROIECT PROCBDLIRGS
Page �+ of 8
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1. During tlie construction af this project, it will be necessary to deactivate, �or a
period of time, existing lines. The Contractor shall be required to coord'mate with
the Water Departtnent to determine the best times for deactivating. and activating
those lit�es.
2. Coardinate ar�y event that wi11 requ.�re conneeting to or the operatian of an existing
City water line s�ystem withthe City's representati�e.
a. C.aardination shail be in accordance with Section 33 12 25.
b. If needed, obtain a hydrant �aater xneter fram the Water Department for use
duringthe life ot'nanned project.
c. In the event that a water valve on an existing live system be turned off and on
to accomznodate the eonstruction of the project is required, coorcfitzate this
activity thraugk►the appropriate City eepresentative.
I) Do not operate water line �alves of existing water system.
a} Fai�ure to comply will render the Contractor in violatzan of Te�as Penal
Code Title 7, Chapter 28.03 (Crimina� Mischie� and the Contractor
w ill he pros ec uted tn tha full extent of the law.
b) In addition, tl�e Contractor wiIl assume all fiabiiities and
responsibiliti�s as aresult ofthese act�ons.
H. Public Notif'ication Frior ta Beginning Construction
20 1. Prior to hegititiing construction an any block in the project, on a block hy blocl�
2] basis, prepare and deliver a notice or flyer af the pending constructiQn to the front
22 doar af each resiclence or business that will be iznpacted by construciion. The notice
23 shall be prepared as follows:
2f} a. Post notice or flyer 7 days pribr to beginning atay construciion activity on ea.ch
�S block iva �he �roject area.
�6 1) Prepare flyer onfl�e Contractor's letterhead and include the fol�ow�ng
�,� information:
2g a) Natxze of Froject
2g b) City ProjectNo {CPN}
3Q c} Scape of Project (i.e. type of construction activity}
3� d) Actualconstruetiondurationwithintheblock
32 e) Name of the contracior's �orer�an and phane number
33 � Name oFthe City's inspectnr and phone number
3� g) Ciry's a�ter-hours phone number
35 2) A sample ofthe `pr�-constcuction noti�cation' flyer is attached as E�ibit
36 �
37 3} Submit schedule showing the canstruc�ion start and �'inish time for each
38 block of the projeet to the inspector.
3g 4) Deliver flyer ta the City Inspector far review prior to distribuiion.
40 b. No construction will be allowed to begin on any block unti] the flyer is
41 defi�ered to alI residents ofthe block.
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I. Public N�tif'ication oiTer�aporary Waier Service Interruption during Constructian
I. In the event it becomes neces.sary to temporarily shut down waterservice to
residents or businesses during construclron, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepa�`ed notice as follows:
a. The notj�cation or flyer shall be posted 2� hours pr�or to the temporary
interruption.
C1TY OF FORT W ORTH
STANI?ARD CONSTR[lGTION SPECTFICATION DOCUIvfENTS
Revised December 20, 2Q l2
2022 Concrete Restoration Conhact 1
City Projeet No. 1d344'
02 3513 -5
SPECIAL PROJECI' PROCEDUItES
Page 5 oF8
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I�. Coordination within RaiIroad Permit Areas
Prepare flyer on the cantractor's letterhead and �nclude tha folIowing
inforrnation:
1) Name �f the project
2} City Pro}ect Number
3) Da�e ofthe interruption ofserviee
4) Period the interruption will take place
S) Name of the contraetor's fareznan and phone number
6) Name of t�e City's �nspector and phone nurnber
A sample of t11e femporary water segvice interruption natificatiion is attached as
Exhibit B.
Deliver a copy of the te;nporary interruption not�cation ta the City inspector
for review prior to being distributed.
No interruption of wate�• sarvice can occur until the flyer tzas been delivered to
all affected residents and bus.inesses.
Electronic versions af the sample flyers can be obtained from the Praject
Construction Inspector.
17 d. Coordination with United States Army Corps of Engineers {USAC�)
a8 1. At locations in ihe Praject where construetion activities occur in areas `uhere
I9 USACE permits are required, meet a�l requirements set forth in eacli desigrzated
20 permit.
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At locatiorzs in the project where cans�uction acti�ities accurin areas where
raiEroad permits a��e required, meet all requirements set forth ir� each designated
railroad perrnit. This includes, but is not limited ta, pro�isions for:
a. Flagm�n
b. Inspectors
c. Safety training
d. Addiiiona! insurance
e. Insurance certificates
f. Other employees rec�uired to protect the right-of way and property nf the
Ra�lroad Compaziy from darnage arising out of ancilor from the constr�ctian of
the project. Proper �tility cIearance pj�ocedures shall be used in accordance
with the permit guidelines.
Obtain any supplemental information needed to comply with the ratlroad°s
rec3uire�nents.
Railroad Flagrnen
a. Submit reeei�ts to City for verification of warking days that railroad �[agmen
were present an Site.
L, Dust Contral
LTse accepta6le rneasLiras to cantrol dust at the Site.
a. I�vrater is used to control dust, capture and properly dispose af �vaste water.
b. If wet saw cutting is performed, capture and properly dispose o�slurry.
M. Employee Parking
1. Provide parking far employees at locations approved by the City.
C1TY OF FORT I�V012TH 2O22 Concrete Restoration Contract 1
STANDARD CONSTRUCI'ION �PECIPICATtON �OCUFv[ENTS City Project No. I 03445
Revised Deeember 2D, 2012
01 3513-�
SP�CIALPRO]ECT PROC�I7[lRES
Page G af 8
1 1.5 SLTBIVIITTALS [NOT uSID]
2 1.6 ACTION SUBNIITTALS/INFORMA'TTONAL Si7SMITTALS [N�T USID]
3 1.7 CLOSEOUT SiIBMiTTAI.� [NOT USID]
4 l,g MAIN'I�iANCE MATERIAL SiTBNIITTALS [NOT USID]
5 L9 QUALITY ASSUltANGE [NOT C7SED}
6 ].10 DELIVERY, S'PORAGT, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDTiTIONS [NOT USID]
8 L12 WARRANTY [NOT USED]
9 PART' � � PRODUCTS [NOT iTSED]
10 PART 3- EXECiJTI�N [NOT USIDj
11
12
13
END OF SECTION
CTCY OF FORT WORTH 2O22 Cancrete Restoiation Conlract l
�'I'ANDARD CONST'RUCI'ION SPECIFlCATIOI+� DOCUMENTS City Pro}ect No. 103445
Revised �eeember20, 20.12
O13513-7
$ PECIAL FROJHCT PROC CpURES
Page 7 of 8
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x:XHTBIT A
(To be printed on Contractor's Lett�rhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
L�mits of Canstruc#ion:
-', - , - —
,
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�I
i i i � I
_
i�IIS IS i0 IRlFORii� YOU TH�AT UNDE� A CONT�ACT 1aVITH THE GITIi' OF �ORi
WOaiH, OUR COM pANY 1NI�L WOaK ON UTILIiY LJN�S ON OR AaQUND YOUR
�ROP�Rr�r.
CQNS�RUCTIOI� W[Lf� ��GIN APPROXIMATELY S�V�IV DAYS ��tOM THE DAT�
O� �H15 NOiICE.
IF YOU HAV� QU�SYIOMS A�DU�' /�lCC�SS, S�CURITY, SAF��1( QR ANY OTWE�
ISSUE, PLEAS� C,4�L:
IV�1'. �CONTRAGTaR'S SUPERINTENDENT� AT CTELEPHONE [�0.�
�;
flII r. CCITY fNSPECTOR� A� <�d�p�]ONE NO.�
A�' f�R 4:3Q PfV� O� �IV W�EK�N[lS, �L�AS� CAL� (817) 392 83Ufi
PL.EASE KEEP TH1S FLYER HANDY WHEN YOU CALL
C1TY OF FOR1' WORTH
ST1tNDARD CONS'I'RUCTIOlV SP�.CIFICAI'ION DOCUM�NTS
Revised December 20, 2012
2022 Concrete Rastora#ion C.ontract 1
City Project 3Vo. I D3445
013513-8
SPECIALPROJECT'PROCEDUItES
Page 8 of $
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2
FXHIBIT S
�o�T�oRT�
�:
���.�
��, ��:
������ �� ����o��� ww�°�� ������
l�'d°���.i�'II'���ll
DUE TO UTiI.ITY IiVIPROV�MEIV'I'S IN YOUR NEIGH$ORAOOD, YOUA
WATER SERVICE W�I. BE IiwTEItItUPTED OlY
BET\�VEE3v THE �TOZIR3 OF AND
IF YOU HAVE QUESTIONS ABOUT T�IIS 3HUT-O'U'I', PLEA6E CAI.Y,:
MR. AT
(CONTRACTORS 9iJ��Y2INTENDENT} (TELEPHONE NUMHER)
OR
�. AT
(CTTY 1NSPLCTOR) (TELEPHONE iV�JMBER}
TI3T8 INCOIVVENIENCE W1LL BE A5 SHORT AS POSSIHLE.
'1`HA,NK YO[7,
CONTRACT[7It
3
4
C1TY DF FORT WOR'PH 2422 Cancrete Restoretion Contract l
STE1NDAitD CONS'1'RUCT'10IV SPECIFICATTON DOCUMENTS City Praject No. i03445
Revised December 2�, 2012
�1 45 23
T'E5T1NG AND INSPECTION S�RV[CE5
Pa�a 1 of 2
SECTION 0145 23
TESTING ANI� IN,SPECTION SERVICES
PART1- GENERAL
f1f�Y��_ .1�
A. Section Includes:
1. Testing and insp�ction seruices procedures and cvordination
B. Deviations from this City of For� �orth Standard Specification
1� None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Canditions of the Contract
2. Division 1— General Requireznents
1.2 PRICE AND PAi.'MENT PRUCEDZTR�S
A. Measuremer�t and Payment
1. Work associated with this Item is considered subsidiary to the various Itams bid.
No separate paytnent will be allowed for t�is Item.
a. Contractor is responsible for performing, coordinating, and payment of aIl
Quality Cantrol testing.
b. City is responsible for performing and payment for first set af Quality
Assurance testing.
1) If the first Quality Assurance tesi per%rmed by the Ciiy fails, the
Contractor is responsible for payanent of subsec�uent Quality Assurance
tasting untiI a passingtest occurs.
a) Fina] acceptance wi11 not be issued by City until al1 required payments
for testing; by Contra�tor ha�e Ueen paid in fiill.
1.3 REFERENCES [NOT USED]
1.4 ADNIINISTRATNE REQUIR�MENT,S
A. Testing
1. Coinplete testing in accordanee wifh the Contract Doc�nents.
2. Coordination
a. When Yesting is rec�uired to be performed by ihe City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be eompleted by tha Contractor, natify City,
sufficien#ly in advaace, that testing will be performed.
3. Distribution of Testing ReporCs
a. Electronic Distri6ution
1} Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another externaI
FTP sit� approved by the City.
CiTY OF FORT WORTH 2422 Concrelc Restoratian Contrect l
STANDAR.D CpNSTRUCTION SPECIFCCAT[QN DOCLTMEIVTS City Project No. 103443
Revised Maroh 9, 202D
Oi 43 23
TESTINC AND INSPECTION SERVICES
Paga 2 of 2
2) Uplaad test raports to designated project direatory and notify apprapriate
City representatives �ia email of submittal posting.
3) EIard Copies
a) I capy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if re�uired in lieu of electronic distrihution)
1) Tests performed by City
a) Disiribute 1 hard copy to the Contractor
2} Tests performed by the Coniractor
a) Distribute 3 hat'd copies to City's Pro�ect Repr�sentati�e
�. Provide City's Proj�;ct Representative with t�ip tickets iar each delivered load of
Concrete or Lime maY�rial including the fojlowing infarmation:
a. Name o.f pit
b. Date of delivery
c. Material delivered
B, Inspeetion
1. Inspection or lack of inspection daes not reli�ve the Cantractor from obligation �o
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUSIVIITTALSIINFORMATIONAL Si1SMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USEDj
1.8 MAINTENANCE MATERTAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING jNOT U�ED]
1.11 k'�ELll [SITE] CO�II7ITIONS [NOT USED]
1.13� WARRANTY �NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE I NA�.ME I SUMMARY OF CHANGE
3/91202D D.V. Magafia Remnved reference to Buzzsaw and noted that electronic submittals be uplqaded
thrnugh the City s document managernent system.
Cil'Y O�' FOT2T WOR7'FI 2d22 Concrete Restoration Contract 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo. 103445
Revised March 9, 2q24
a�s000-�
1"�IvIPORARY FAC1L['I'iE5 AtVI] CONTROLS
Yage I of4
sECTroN o� �a ao
TEMPORARY FACILITIES AND CONTRQLS
�ART1- GENERAL
l.l SUMMARY
A. Section Includes;
Provide temporary facilities and controIs n�eded for the Work including, but not
nec.essariIy limited to:
a. Temporary utilities �
b. Sanitaiy faciliti�s
c. 5torage Sheds axid Buildings
d. Dust contral
e. Temporary fencing of tlae construction site
B. Deviations from this City of Port Worth Standard Speeificaiion
1. None.
C. Rela#ed Speci�cation Sections inciude, but are nnt necessar2ly liinited to:
1. Division 0—�idding Requirements, Cantract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.� PRICE AND 1'AYMENT PROCEDURES
A. Measurement and Pa�ment
1. Work associated with this Itern is cansidered subsidiary ta the �ariaus Items bid.
Na s�parate paymen� will ba allowed for this Item.
1,3 REF�RENCES [NUT USED]
L4 ADMINISTRATIVE REQUIREMENTS
A. Tempora�y Utilities
l. Obtaining Temparary Service
a. Make arrangements with utility service companies for tamporary services.
b. Abide by ru[es and i�egulations of uti�ity service companies or authorities
having jurisdiction.
c. Be respon�ible for utility service costs until Work is approved for Final
Acceptance.
1) Ine]€.tded are fue1, power, light, heat and other utility ser�ices necessary for
exacution, completion, testing and initial operation of Work.
2. Water
a. Contxactor to provid� water required for and in connect�on with Work to be
perforrned and far speci�'ied tests of piping, equipm�nt, devices or other use as
required for the completion of th� Work.
b. Provide and main#ain adequate supply oipotable water for domestic
consumptian i�y Contractot• persannel and City's Project Representativ�s.
c. Coordination
1} Cantac.t City 1 week before �+ater for constxuction is desired
C1TY OF F�RT WQRTH 2O22 Concrefe iZestoration Contract L
STANDARD CONSTRUC7'[ON SP�C�'ICAT]OiV DQCUM�NTS Ciry Projeat No. l(f3445
Revised duly 1, 20l 1
015000-2
'i'EMPOitARY FACILITiES ANI] CQNTROLS
Page 2 of 4
d. Contractor Paymant for Construction Water
1) Obtain canstruction water meter from City for payment as billed by City's
estahlished rates.
3. �lectricity and Lighting
a. Provide and �ay for electric pawered service as required far Work, including
testing of Worl�.
1) Provlde power for lighting, operation af equipment, or other use.
b. Electric powez' service includes temporary power service or generator to
maintain operatians during sch�duled shutdown.
4. Telephane
a. Provide emergency telephona service at Site for use by Contractor personnel
and aihez's performing work or furnishing serv'icas at Site.
5. Temparary Heat and Ventilation
a. Pravide 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 ma.intain sanitary facilities fQr persons oza Site.
a. Comply with regulations of State and local depat�ments af health.
Enforce use of sanitary facili#ies by constxuction personnel at job site.
a. Enciosa and anchor sanitary faciIities.
b. No discharge wili be allowed from these facilities.
c. Co.Ilect and stor� sewage and waste so as not to cause nuisance ar health
problem.
d. Haul sewage az�d waste off-site at no less tha.n weekly intervals and properly
dispose in accardance with applicable regulation.
Locate facilities n�ar Worl� Site and keep clean and maintained ti�roughaut Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
3. 1'rovide adequately ventilated, watertight, weatherproof siorage facilities with floor
ahove ground level for materials and equipment susceptiible to weather damage.
2. Storage af materials not sus.ceptible to weather damage may be Qn blocks off
ground.
3. Store matez'ials zn a neat and orderly mar�nar.
a Place matarials and equipment to permit e.asy access for identification,
inspeetion and inventory.
4. Equip building with ]ocl�able doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments accepta6le to specified manufactuz'ers.
5. Fill and grade site for tempnrary structures to pro�ide drainage away frn�n
temporary and e�sting buildings.
$. Remove building frnm site prior to Final Acceptance.
D. Temporary Fencmg
1. Provide and m�.intain for tha duration or construction when raquired in cantract
docurnents
E. Dust Control
C1TY OF FORT WQRTH 2O22 Concrete Restaration Contraet l
5TAA1DAI2T➢ CONSTRUCTION �PECIFICAI'iDN DDCUMENTS City PrajeCt No. 103445
Revised July I, 2011
a� saoo-�
TEMPOItARY PACIL[TIES AND CONTRpLS
Page 3 of 4
1. Cantractor is responsible %r maintaining dctst control through the duratiqn of the
proj ect.
a. Contractor remains on-cal� ai all times
b. Nlust respond in a timely rnanner
F. Temporary P�•otectior� of Construction
]. Contractor ar subcontractQrs are responsible faf• protecting Woz'k from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
�.6 ACTION Si7BMITTALSIINTORMATIONAL SUSMITTAL,S [NOT USED]
1.7 CLO,SEOUT �iTBMTTTAL� [NOT USEDj
1.8 MA.INTENANCE MATERIA.L SUBMITTALS [NOT USED]
1.9 QUALITY ASSURA.N�C� [NOT USED]
1.10 DELIVERY, STDRAGE, AND HANDLING [N�T USED]
1.11 FTELD [�.ITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NaT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTTON [NOT USED]
3.1 INSTALLERS [N4T USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT IISED]
3.4 INSTALLATION
A. Temporaa•y Facilities
1. Maintain all tetnporary facilities far d��:ration of construction actir�ities as needed.
3.5 [REl'AIR� 1 [RESTORATION]
3.6 RE-�INSTALLATION
3.7 I+IELD [aR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM �TARTLTP [NOT USED]
3.9 ADJi1STING [NOT USED]
3.�.0 CL�ANING [NOT USED]
3.i7. CLOSEOLlT ACTIVITIES
A. Temporary Facilities
CI'I'Y OF �'ORT WORTH 2O22 Concrete Restoracion Contract 1
STt1NDAI2D CONSTRUCT[ON SPECIFFCATION DQCUMENTS City Project [Jo. l03445
Ravised July 1, 201 ]
Dl5flfl.0-4
TEMPbRAR'Y FACILITI�S AND CO3V"I"ROLS
Page 4 of 4
1. LZemove aIf temporary iacilitias and restore area after compietion of the Work, to a
condition equal #o or better than prio.r to start of Work.
3.12 PROTECTI�N [NOT IISED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHNI�NTS [NOT USED]
END OF SECTION
Revision Lag
DATE Nr�ML �UNIIvIARY O�' CHANGE
C1TY OF FORT WDRTH 2O22 Concrete Kestoration Contract l
STANDA.RD CONS'TRUCTI03Y SPECIFICATIONI DOCCTMENTS CityPrajectNo. 103445
Revised July l, 20i I
01 55�6-I
�TREET USE PEItM1T AND MDDIFICATIONS TO TRAFFIC CONTROL
Page l of 3
1
2
SECT�[ON Ul �5 �6
STREET USE P�RMIT AND MODIPICATIONS TO TRAFPIC CONTROL
3 PART 1 - G�NERAL
4 1.1 SUNIl1'IARY
5
6
7
8
9
l4
11
12
13
14
1S
A. Section Includes:
Z. Administrative procedures %r:
a. Straet Use I'ermit
b. Modification nf approved traffic contral
c. Remo�val of Street Signs
B. Deviations from this City of Fqrt Worth Standard 5pecification
1. None.
C. ReIated Specif'ic.ation Sections include, but are not necessarily limited to:
1. Division 0— Bidd'ang R�quirements, Cantract Forms and Conditions of the Cantract
2. Division 1— Genera[ Requirements
3. Section 34 71 13 — Tra��c Controf
16 1.2 PRICE AND PAYMIIVT PROCEDiTRI�'h�
17 A. Measureznent and Payment
18 1, Work assnciated with this Item is eonsidered stibsidiary to the various Itams bid.
19 No separate payment w iIl be allowed for this Item.
2a 1.3 RErERENC ES
21 A. Reference Standards
22 l. Reference standards ciied in this specif'ieation refer to the curr�ntreference standard
23 published at the time of the [atest revision date ]ogged at the end of this
24 specification, unless adate is specif�icaliy cited.
25 2. Texas Man��a[ on Uniform Tra#'fic Contro] Devices (TM[J'I'CD),
26 1.4 ADMII�iISTRA'I�VE REQLTIREM�ITS
27
28
ag
30
31
32
33
34
35
3b
A. Traffic Control
1. General
a. Contracior shall minimize lane closures and impact to v�hicula��/pedestrian
traf�ic.
b. When traffic control plans are included in the Drawings, pro�ide Traffic
Control in accardance with Drawings and Section 34 71 13.
c. When traffc controI plans are not included in the Drawings, prepare traffic
control plans in accordanc� with 5ection 34 71 13 and submit to City far
xeview.
1) Allow minimum 10 vvarking days far re�iew of propased Traffic Control.
CITY OF' PdRT WORTH 2O22 Conerete Restoration Cantraet l
5TANDARi] COI�5TRI7CTION 5PECI�ICATION DOCiTMENTS City Prnject No. 1D344S
Revised March 22, 2p2I
ni ss26-2
5'i'REET iJSEPERMIT AND MQDIFICATIOIVS �OTRAFFIC CQN'I'ROL
Page 2 of 3
4
S
9
10
ir
12
I3
14
15
16
17
18
19
20
�
2} A traffic cnntrol "Typical" pUblished by City of Fort Worth, the Texas
IVlanual Unif'ied Traf�c ControlDevices (TMU'i'CD} or Texas Department
ofTransportation (TxDOT) canbe used as an alternative to preparing
prajectlsite specific traf�'ic contral plan if the typical is applicable to the
specific project/siie.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is requ�ed.
a. To o�tain Street Use Permit, submit Traffic Coniral Plans to City
Transportation and Public Works Department.
1) Allow aminu�num of 5 warking days for permit review.
2) It is the Contractor's responsibility to 000rdinate re�iew of Traffic Cantrol
plans for 5treet Use Fermit, such that con:struction is not delayed.
C. Mod�'ication to �.pproved Traf�c Contral
I. Yriar to installation traffic �ontroL•
a. Sub�ii revised traffic control plans to Gity Department Transportation and
Public Works Department.
I) Revise Traffc Control plans in aacordance with Sectian 3A 71 I3.
2) Allow minimum 5 working days for review ot'r�vised Traffic Control.
3) It is the Contractor's respansibility to coordinate review of Traffic Control
plans for Street LTse Permit, sucI� that cons#ruction is not delayed.
D. Remaval of Stree� 5ign
22 1. If it is detexmined that a street sign must be removed for construction, then. contact
23 City Transportation and Public Works Department, Signs and Markings Division to
24 remove the s ign.
25 E. Temporary Signage
26 l. In the case of regulatory signs, replace permanent sign wit�temporary sign �eeting
27 requirements of the latest edition af the Texas Manual on Unifarm Traffic Control
28 Devices {MU'1'CD).
29 2. Install tetnporary sign befare the removal �f permanent sign.
30
31
32
33
34
3. When construction is complete, ta the exten� that the permanent sign can be
rei��stafled, contact the City Transportation a.nd Public Works Department, 5igns
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Trafftc Control5tandards can be found on the City's website.
35 1.� SUBNIITTALS �NOT USID]
36 A. Suk�mit all require.d documentation to City's Praject Representative.
CITY OF FORT WORTH 2O22 Concrefe Restoration Coartract 1
STANDARn CONSTRUCCION SPECIFICAT[ON DOCUMENTS CityFrojecYNn. 1U34#5
Revised Mazch 22, 202]
O1 5526-3
STR�ET USEPERIvICT AND MODTFICATIOIVS '�OTRA,FFIC CQNTROL
Page 3 of 3
] 1.6 ACTI4N SUBMITTALSIINFORMATIO1vAL �UBMITTALS [NOT USID]
2 1.7 CLOS�OUT SUBNIITTALS [NOT USED]
3 1.8 1VIAINTINANCE MA`1'E[[ZTAL �UBMITTALS [N[3T USID]
4 1.9 QUALITY ASSURANC� [NOT USID]
5 1.10 DELIVERY, S'I�QRAGF, AND HANDLING [NOT USED]
6 1.11. FIELD [SITE] CONDITIONS [NQT iTSED]
� �.x� wazut�v�rY IrroT u�En�
8 PART 2- PRODUCTS [NOT USID]
9 PART 3- EXECi7TION [NOT USID]
10
11
E1�1D OF S�CTION
Kevision Log
DATE NAM� SUMMARY OF CHANGE
1.4 A. Added language to einphasize minimizing of lane closi�res and impact to
traffic.
3/22/2021 M O�n �•4 A. 1. c. Addcd langtrage to allowforuse ofpub[ished traffic contro] "Typicals" i
applicable to spacific prqJeet/site.
].�l F. 1) Rernoved reference f o Buzzsaw
1.5 �ldded language re: submitCal of permit
i2
CITY QF FQRT WORTH 2O22 Concrete Restaration Contract l
3TANDAR� CONSTRUCI'ION 5PECIFTCATION DOCUMENTS Ciiy ProjectNo. 103445
Revised March 22, 2p2i
U157I3-1
S"fORM WA'I'&R POLLiJT10N PREVErlTION
Page I af 3
SECTI0IV Ol �713
STORM WATER POLLUTION AREVENTI�N
�'ART 1 � GENERAL
1.1 �UMMARY
A. 5ectian Includes:
1. Procedures for Storm Water 1'allution Preveniion Plans
B. Deviations fram this City of Fort Worth Standard Specification
1. None.
C. Related Specifieation Sections include, but are not necessarily limited to:
1. Division 0— B idding Requirarrients, Contract Forms and Conditions of tlie
Contract
2. Division 1— General Requirements
3. S�ction 31 25 00 — Erosion and 5ediment Conirol
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurenrient and Payment
1. Cnnstructzon Activities rest�lting m Iess than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. Na �eparate paymant will be allt�wed for this Item.
2. Construction Actir�ifies resuIting in �'eater than 1 aere af disturbance
a. Measurement and Payment shall be in accor�ance with 5ection 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acranyms
1. Notice of Intent: NOI
2. Notice of Termination; NOT
3. Storm Water Pollution Preventi.on Plan: SWPPP
4. Texas Commission on Environxnental Quality: TCEQ
S. Notice of Change: NOC
A. Reference 5tandards
I. Reference siandards cited in this Sp�ci�cation refer to the current reference
standard published at the time af the latest revision date iogged at the end of this
Specifieation, unless a date is specifically eited.
2. Integrated Storm Management (iSWM) Technical Man�:�al far Construction
Controis
1.4 ADMINISTRATIVE R�Q�MENTS
A. General
1. Contractar is respansible %r resoltrtion and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
Cl'FY OP FORT WORTH 2O22 Concrete Restoration Contract l
STANDARD CONSTTtUCTION SPECIFICr�TT01N DOCUM�NTS City Froject Nu. LD3445
Revised July l, 2011
o� s� �3 -z
STOAIVI WATER POLLUTION PI�EV�.NTION
Page 2 of 3
B. Construction Ac#ivities resuiting in:
l. Less than 1 acre of distua•bance
�. Provide erosion and sediment control in accordance avith 5ect�on 31 25 00 and
Drawings.
2. T fa ]ess t�►an 5 acres of disturhance
a. Texas Pollutant Diseharge Elirtzination System (TPDEB) General Construction
Perinit i.s zequired
b. Campleie SWFPP in accordance with TCEQ requi�•ements
1} TCEQ Small Construction 5iie Notice R�quired under general parmif
TXR150000
a} 5ign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Depai�tment of
Transportation and 1'ubIic Works, Environmental Division, (817} 392-
6088.
2) I'rovide erosion and sediment control in accordance with:
a) Section 3I 25 00
b) The Drawings
c) TXR1S0f?00 Genera] Fermit
d} S WPPP
e} TCEQ requirements�
3. 5 acr�s ar mare of Disturbance
a. Teacas Poliutant Discharge Elimina#ion System {TFDES} Genera] Construc�ion
Permit is requirad
b. Complete S WPPP in accordance with 'I'CEQ requirements
1) Prepaxe a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and past at job site
b) Send copy to Cify Department of Transportation and Public Works,
Enviranmental Division, (817} 392-6088.
2} TCEQ Notice of Change requ�red if making changes ar updates to NOI
3} Provide �rosion and sediment control in accordance with:
a} Section 31 25 OQ
b) The Dz•awings
c) TXR150000 G�neral Permit
d) �WFPP
e) TC�Q requirements
4) 4nca the proj ect has been campl�ted and a11 the eloseout requirements of
TCEQ ha�e been met a TCEQ Natice of Termination can be sti�bmit�ecE.
a) Send copy to City Department of Transportation az�d Public Warks,
Environmenta� Division, (817) 392��0$8.
1.5 SUBMITTALS
A. SWPPP
Submit in acco.rdance with Sec�ion O1 33 00, except as stated h�rain.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Depar�tment of
Transporfatian and PLiblic Works, Environmental Di�ision for review
C]'CY OF PORT WqRTH 2Q22 Conerete Kestoration CQnh�act l
STANDARp CONS.TRUCTION SP�CIPICATIOAI DOCUMENTS Gity Project Na, 103445
Ravised July 1, 2011
01 57 [3-3
STORM WAT�,RPOLLUT'ION PR�VE3�ITIDN
Fage 3 of 3
B. Modified SWPPP
I. Ifthe SWPPP is revised during construction, resuhmit modifiad SW�'PP to the City
in accordance with Sectian O1 33 00.
1.6 ACTION SIIBM�TTALS/INFORMATIONAL SUBNIITTALS [NOT U�ED]
1.7 CLOSEOUT �UBIVIITTALS [NOT C7SED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [N�T USED]
]..9 QIIALITY ASSURANCE [NOT t1SED]
]..10 DELI�ERY, STDRAGE, AND HANDLING [NOT US�D]
L11 FIELD [SITE] CONDITIONS �NOT USED]
1.12 WARR�NTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT U�ED]
END OF SECTION
Revisian Log
DATE NAME 5U.NIMARY DF CHANGE
C1TY OF' PORT WORTH 2Q22 Concrete Restoration Co�tract l
STANDARD CONSTRUCTTO%I SPECIFICATIOI�I DOCUMBNTS City Project No. 1Q3445
Revised July l, 20i ]
Dl5$f3-1
'I`L•.MPORARY PR07ECT SIGNAG�
Page 1 of 3
SECTION 01 58 13
TEMPQRARY PRQ7ECT SIGNAGE
PA.RT 1 - G�NERAL
I.I SUMMARY
A, Section Inc�udes:
1. Ternporaiy Project Signage Requirements
B. Davia#ions fi•om this City a�Fort Worth Standa.rd Specification
I. Nane.
C. Related Specification Sections include, but are not necessarily ]imited to:
1. Divisioa 0— Bidding Require�nents, Contract Farms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYII�NT PROCEDUR�S
A, Measurement and Paym�nt
�. Work associated with �his Item is considered subsidiary to the various Iteins bid.
No separate payment will be allowed for this Itezn.
1.3 REFERENCES [NOT US�D]
1.4 ADMXN[STRATIVE REQU7REMENTS [NOT USED]
1.5 SLTBNIITTALS [NOT USED]
1.6 ACTION �UBMITTALS/INFORMAT�ONAL �UBMITTALS [NOT iJSED]
�..'� CLOSEOUT SUBMiFTALS [NOT USED]
1.8 MAINTENANC� MA,TERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT U�ED]
110 DELIVERY, STORAG�, AND HANDLING [NOT US�D]
l.11 FIELD [�IT�] CONDITIQNS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PR�DUCT�
2.1 OWNER-�URNISHED [oa] OVVNER-SUPPLIEDPRODUCTS [NOT USED]
�.2 �QUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Critaria
1. Provide free stand[ng S'roject Designation Sigtl in accordance with City's Standard
Deta�is for project signs,
C[TY dF FORT WOR"£H 2Q22 Concreta Restoration Contract 1
STANDARD CONSTRUCTIQN SPECIFICATION DOCUMENTS City Projeet �lo. l03445
Re�ised duly l, 20l 1
(71 58 l3 - 2
TEIvtPORARY PROJECT SIGNAGC
Page 2 af 3
B. Materials
1. Sign
a. Constructed of �/q�inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSOR�ES [NOT US�D]
2.4 SDURCE QUALITY CONTROL [N4T iTSED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAIl�TATZDN [NOT USED]
3.3 PR�PARATTON [N4T USED]
3,4 INSTALLATION
A. General
1. Provide vertical installation at exients of project.
2. Aelocat� sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR 1 RESTORATION [N�T USED]
3.6 RE-INSTALLATZON [NOT USEDI
3.7 FIELD {oR] SXTE QLTALITY CONTROL jNOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
310 CLEANING [NUT USED]
311 CLOSEOUT ACTIVITIES [NOT USED]
312 PROTECTTON [N�T USEDj
3.13 MAINTENANCE
A. Genera]
I. Maintenance will include painting and repairs as needed nr directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
C[TY QF FOAT WORTH 2O22 Concrete Restoratian Contract 1
STA1�iDARD CON53'RUCT[QN SPECIP'ICATION DOCUNfEN7'S City i'raject No, 103445
Revisad Ju1y i, 2p 11
015813-3
TEMPOftt112Y PKOI�CT SIGNAGE
Page 3 of3
Revision Log
DA'T� NAI1� SiJMMARY OF CHANGE
CTTX OF P'ORT WORTH 2O22 Concrete Restoration Cantract 1
ST�tNDAI21] CON3TRUCTION SPECIPICATIOId DOCUM�NTS City Project No. 103445
Revisedluly 1, 20ll
Di 4000
PR4DUCT REQU]REMENTS
Page 1 of 2
S�CTION Ol 6D 00
PRODUCT REQUIREMENTS
PART1- G�NERAL
�.1 SUMMARY
A. Sectian Includes;
1. References for Produci Requirements and City Standard Froducts List
B. Deviations frozn this City of Fort Worth Standard Speci£ication
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. Divi�ion 1— General Requn•ements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
I.3 REFERENCES [NOT U�ED]
].4 ADMINISTRATNE REQUIREMENTS
A. A Iist of City approved products for use is available through the City's website at:
httpstllapps.fortworthte�as.govlFrojectResoureesl and fallawing ih� directory path;
02 - Construction Docu�nen�s/Standard Products �ist
B. Only products specifically included on City's Standard Produ�t.List in these C.ontract
Documents shall be allowed for usa on the I'roject.
1. Any suhsequently appraved products will anly he allowed for use upon specific
approval by the City.
C. Any specific product requirements in the Contraet Documents supersede similar
products included on the Ciiy's Standard Product List.
1. The City reser�es the right �o not allow pxoducts to be used for certain projects even
though the p�'oduct is listed on the Gity's Standard Product List.
D. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but nat limited tQ, that
manufactur�r's standard product.
E. See Section Q1 33 00 for sub�nittal raquiremenis of Froduct Data included on City's
5tandard Product List.
1.5 SCll3MITTALS jNOT USED]
1.6 ACTXON SUBMITTALS/INFORMATIONAL SUSMITTALS mTOT U��D]
1.7 CLOSE.OUT SUB1VnTTAL� [NOT USED]
1.$ 11�AINTENANCE MATERIAL SUBMxTTALS [NdT i7SEDJ
1.9 QUALITY ASSURANCE [NOT i1SED]
CIT`Y OF FORT WORTH 2Q22 Concrete Restoration Contract 1
STANDARD CONSTRUCTIDN SPECIFICATION D.00lJMEI*fTS City Project Na. 103445
Revised Mareh 9, 2Q20
Q[ 50 DO
PRODUCT R�QU7REMENTS
Page 2 af 2
110 DELIV�RY, STORAGE, AND HANDLING [NOT USED]
111 F�ELD [SiTE] CONDITIONS jNQT iTSED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODIICTS [1vOT i7SED]
PART 3 - EXECUTION [NOT USED]
END OF' S�CTION
Revision Log
DA'I'E NAME SUMMARY OF CI-IANGE
] 0112112 ➢. Johnson Modified Location of Cicy's Standard �roduct List
3/9/2020 D.V. Magana �emoved referenee ko Buzzsaw and uoted that the City approved prodiicts list is
accessible tlu�ough the City's website.
Cl'iY OF PORT WORTH 2p22 Concrete Restnration Contract l
STANDARD CpNSTRUCTION SPECIF'TCATION DOCUMEN7S City Project IVa, 103445
Revised Mareh 9, 202D
017U00-1
MOBILIZATION AND REMOBILIZATION
Page 1 af 4
1 SEC'T.[ON Q170 00
2 MOBILIZATION AND REMOBILIZATION
3 PART 1 - GENDZAL
�4 1.1 STJNIlVIARY
5 A. 5ection Includes:
1.
10
I1
I2
13
14
15
lb
17
18
I9
20
21
22
23
24
25
2.6
27
2$
29
30
3I
32
33
34
35
36
37
38
39
46
41
42
43
44
4S
Mobilization and DemobiUzation
a. MobiIization
1) Transportation of Contractor's personnel, aquipment, and operating supplies
to ihe Site
2) Establishment ofnecessaty generalfacilities for the Contractor's nperatian
at t�i� 5ite
3) Premiums paid for parformance and payment bnnds
4) Transportation of Cnntractor's personnel, equipment, and operating supplies
to anothej• locatian wi�hinthe designated Site
S) Relocation of necessary general faciJities for the Contractor's aperation
from 1 locatian to another focation an the Site.
b. Demobilization
1) Transportation af Contractor's personnel, equipment, and operating supplies
a�ay from the Site inc�L�ding disassembly
2) 5ite Clean-up
3} Remo�+al of all buildings andlor other facilities assemblad at th� 5ite for this
Cantract
c. Mobilization and Demobilizatian efo not include activities for specif'ic items of
work that are for which payment is provided elsewhere in the contract.
Remobilization
a. Remo�ilization for Suspension of Work specifically required "m the Contraci
Documents or as required by City includes:
1) Demobiiization
a) Transportation af Contractor's persannel, eyuipment, and operating
suppIies fromthe 5iteincluding disassembly artemporarily securing
equipment, suppiies, and other facilities as designated by the Cantract
Documents necessary to suspendt�e Work.
b} Site Clean-up as designated in the Contract Documents
2) Remobilization
a} Transportation of Contractor's personnel, equipment, and aperating
supplies to the 5ite necessary to resume tl�e Work.
b) Establi�hrnent of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Wark,
3) No Payments will be made for:
a) Mobilizatian and Demobilization from one lr�cation to another on the
Site in the norrnal progress of performing the Work.
b} Stand-by or idle time
c) Lost p�'ofits
Mobilizations and D�mobiirzation far MiscellaneoUs Projects
a. Mobilization and Demt�bilization
�
CITY OF FQRT WQRTH
STANDARD CONS'I'RUGTION SPECIFICATTQIs DOCiTMENTS
Revised 3�lovember22, 201b
2022 Concrete Resioration Contract 1
City Project No. 1U3445
D1 70Q0-2
MOB[LIZATIpN ANJ� R�MOBII,IZATION
Page 2 af 4
1
2
3
4
5
6
7
8
9
ia
11
12
13
14
15
16
17
I8
I9
Zo
1) Mobilization shall consist af the activities and cost on a Wark Qrdea' basis
necessary far:
a} Transportation of Goni�'actor's personnel, equip�nent, and operating
supplies to the Site for the issued Wark Order.
b} Estab[ishment o�necessary genera] facilities for the Cnntractor's
operation at the Site for the issued Work Qrder
2) DemobiIization sk�all consist of the activities and cost necessary fo� :
a) Transportatinn oi C�nti•actor's personn�l, equiprnent, and opet•ating
supplies from the Site including disassembly for each issued Warl�
Order
b) Site Clean-up for each issued Work �rder
c) Remnval of all buildings or other facillties assembled at the Site for
�ach Work Oder
b. Mobilization and Demobilization do not include acti�ities for specific items of
work for which payment is prov[ded etsewhere in the contract.
4. Emergency Mobilizations and Demnbilizatian for MisceIlaneaus PrQjects
a. A Mobilization for Mi�c�llaneous 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 Fat•t Warth Standard Specification
1. None.
21 C. Related Specification Sections include, but are not n�cessarily limited to:
22 1. Division 0— Bidding Requirements, Contract Farms and Conditions nf the Contraci
23 2. Divisian 1— Ger�eral Requirements
24 1.2 PRICE AND PAYMENT FROCEDi]RE.9
25
25
27
28
29
30
31
32
33
34
35
36
37
3$
39
4Q
41
42
43
q4
�5
A. Measurement and payment [Consult City DepartmentlDivision for directian on if
Mobii,ization pay item to be included or the ifem sl�ould be subsidiary. Include the
appropriate Section 1.2 A. 1.]
1. Mobi[ization and Demobilization
a. Measure
1) This item xs considared subsid�ary to #he varioL�s Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are sLibsidiary to the various Iten;is bid and na other cornpensation will be
allowed.
C�]�,l►irrrr��
2) The work performed and tnaterials fsarnished for demobi�ization in
accordance wit11 this Ite�rt are subsidiary to the various Items bid and no ather
co�npensation will be aUowed.
2. RemobiI.ization for susp�n.sion of Work as specifical�y required in the Contract
Documents
a. Measurement
1) Measur�rnent for this Item sf�all be pax each remohilization performed.
b. Payment
C1TY OF FOR7' WORTI�3 2022 Concrete Restorafiott Cnntrac� l
STANDARD CONSTR'UCfIpN SPECIFICATI�N DOCUMENTS Cityr Pmject No. 103445
Revised 3�'ovember 22, 2016
Ot 7040 -3
N10BILiZATION AND AGMOI3ILIZATION
Page 3 of 4
4
J
IO 3. Remabilization for suspension of Work as required by City
11 a. Measurernent and Fayment
S2 1) This shall be submitted as a Cantract Claim in ac�ordance with Article 10
l� o�s��t�Qn ao �2 oa.
i4 2) No payments w i11 be tnade for standby, idle time, or iost pra�its associated
15. with this Ttem.
c.
1) The work performed and rr�aterials furnished in accorclance with this Item
and measurad as provided under "Measurement" wili be paid for at the wnit
price per each "Specified Remobilizatian'° in accordance wiih Contract
Documents.
The price shall include:
1) Demobilizatian as described in Section 1. LA.2.a.1)
2) RemobiIization as descrbed in Section 1.1.A.2.a.2)
No �aym�nts will be made for standby, idle tirne, or lost protits associated this
Item.
16 �. Mobilizations and Demobilizations for Misceilaneous Projects
17 a. Measure�n�nt
I8 1) Measurement for this Item shall be fnr each Mobilization and
19 Demobilizatioi� required 6y the Goniract Dacuments
20
21
22
23
24
25
26
27
28
24
30
�
�
Payment
1) The Wark performed and materja.ls furnished in accardance with this Item
and measured as provided under "Measurement" vt+ill be paid for at the unit
price per each "Work Otd�r MobiIization" in accordazace with Contract
Docurnents. Demobilization shall ba consiciered suhsidiary to mabiliz.ation
and shall not be paid for separately.
The pr�ce shall include:
1) Mobilization as described in Section 1.1.A.3.a,1)
2) Demobilization as described in Section 1.I.A.3.a.2)
No payments wiil be made for standby, idle time, ar Iost profits associated th.is
Item.
3.l 5. Ezn ergency Mobilizations and Demabilizations for 1Miscellaneous Pro3ects
32 a. Measurement
33 1) Measurement for this Item shall be %r each Mobilizatian and
3� Demobilizatian requ�red by the Contract Dncurnents
35
36
37
38
39
�
41
42
43
44
45
L:�
c.
�
Payment
1} The Work performed and materials furnished in accordance withthis Item
and rrieasured as provided under "MeasuremenC" r�ill �e paid for at the unit
price per eaeh "Work Order Emergency Mobilizatian°' in accordance with
Contract Documents, Demobi�ization shall be considered subsidiary to
mabilization and shall not be paid for separately.
The price shall include
1) Mob�lization as describad in Section i.1.A.4.a)
2} D�mobilization as dascribed in Sectian i.1.A.3.a.2)
No payments will ba made for standby, idle time, �r lost profits assaeiatedthis
Item.
4�6 1.3 R+ a INCFS [NOT USID]
47 1.4 ADNIII�TISTRATIVE REQiJs1tEMQ�1TS [NOT USED]
C1TX QF FOKT WORTH 2O22 Concrete ResYoration Contract 1
STANDARD CONSTRUCI'IQN $PECIFTCA'TION DO(:UMENTS City Project No. 103445
Revised i�Iwember 22, 2016
o� 7oao-4
MOBILIZATION AND REMOBILTZATION
Page 4 of 4
1 1.5 SiJBMITTALS [NOT` USED]
2 1.6 INFORMATION.AL SiTSNIITTALS [NOT USID]
3 I.q CLOSEOUT SUBNIITTALS jNOT USID]
4 1.8 MATN'I'INANCE MATERTAL SLTSMITTALS [NOT US�AI
5 1.9 QUALTTY ASSLJR�NC� [NOT USID]
6 1.10 D�C,IVF�tY, STORAGE, AND HANDLING [NOT i7SID]
7 L11 FIII,D [SITE] CONDITIONS [NOT USID]
8 1.I2 WARRANTY [NOT U�ID]
9 PART � - PRODUCTS [NOT USED]
la PART 3- EXT,CUTION [NOT U5ID]
m
12
IND Ok' SECTION
Rev is ion Log
DATE NAME �UMM.ARYOF CHANGE
1 I/2211b Michael Ouen 1.2 Prica and Payment Proced�res - Revised specificatio�i, including blue texf, tn
make s.pecification flexible for either suhsidiary or paid bid item for Mobilization.
13
CITY OF FORT W OATH 2O22 Concrete Etestoration Cantract 1
STANDARI] CQNS�'RUCfIDN SPECIFICATION BOCLIMER�TS City Project Na, 103445
Revised November 22, 2QIfs
01 71 23 - 1
CONSTRUC"fION STAKING AN� SURVEY
Page 1 of 8
SECTTON OI 7123
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERA.L
1.1 SUMMARY
A. Section Includes:
1. Requirements for constructic�n staking and canst��actiQn survey
B. Deviat.ions from this City of Fort Worth Standard Specificatian
1. None.
C. Related Specif-ication Sections include, but are not necessarily limited to:
1. Division Q— B idding Requirements, Contract �'orms and Conditions of fhe Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDiTRES
A. Measurement and Payment
1. Constr�tction Staking
a. Measurement
l) Measurement far this jtem shall be by lump sum.
b. Pay�nent
1} The work performed aad thr� materials furnished i� accordance with this
Iterr► shall be paid for at the Iutnp sum price bid far "Canstruction Staking".
2) Payment �or "Construction Staking" shall be made in partial paytnents
prorated by work completed compared fo total work included in the lump
sum i�etn.
c, The price bid shall include, but not be limited to the follovving:
1} Verification of control data provided by City.
2) Placement, maintenance and replacemeni of required stakes and markings
in the field.
3) Preparation and submittal of constructian staking doeumentation in the
farm of "eut sheeis" Ltsing the City's standard template.
2. Construciinn Survey
a. Measurement
1) This Item is considared subsidiary in the �arious Items bid.
b. Payment
1) The work performed and the maieria[s furnished in aecardance with tkus
Ifem are subsid'aary to the various Items bid and no other compensation v�rill be
allowed.
3. As-Built Survey
a. MeasuremenY
1) Measurement for ti�is Item shaii be hy lump sum.
6. Payment
1} The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for "As-Built S�rvey".
CITY QF FORT WORTH 2O22 Cvncrete Restoration Contraci 1
STANDARP GQNSTRUCTION SPECIFICATION DOCUI�tENTS City Project No. 1034h5
Revised �'ebruary 14, 2tl18
O17123-�
CO?�fSTRUCTIQN STAKING ANI7 SURVEY
Page 2 of S
2) I'ayment for "Construction Stalcing" shall be anade in part[a] payments
prorated by rvork comple#ed coznp�red to total work included in the lump sum
item.
c. The price bid shall include, but not be Jimited to the following;:
1) Field measurements and survey slaots to identify location of completed
facilities.
2) Documentation and submittal af as-built survey data onta contractor redline
plans and digital survey tiles.
1.3 RETERENCES
A. Defnitions
1. Construction Surva - The survey ineasurements inade priar to or while
eonstruction is in progress to control ele�ation, horizontal positaon, dir�ensions and
configuration of structures/improvements included in the Project Dt�awings.
2. As-buitt Survey The measurements made after Che construction of the
improwemenf features axe complete ta provide position caordinates fpr the features
of a project.
3. Canstruct�on Stakin� — The placement of stakes attd markings to pravid� offsets
and alevations to cut and fill in order to lacate on the ground the designed
structures/improvernents included in the Project Drawings. Construction staking
shal] inc[ude staking easements and/or right of way if 'rndicated on the plans.
4. Sulve_ `�1_d Checlts" — Measurements fnade aftei• construction sYakir� is
cninpleted and befare constructian work begins ta ensure that structures marked on
the grnund are accurately loca�ed per Praject Drawings.
B. Technical References
1. City of �'ox� Worth— Construction Staking Standaz•ds (av�ilable on City's Buzzsaw
v,+ebsite} — 01 71 23.16.01_ Attachinent A_Btuvey Staking Standards
2. City of Fort Worth - Standard Survey Data Collectar Libraey {fi�l} iiles {available
on City's Buzzsaw website),
3. Texas Department of Transportation (T�OT) Slir�ey Maiival, latest revision
4. Texas Society of ProfessionaI Land Sur�eyars (TSPS}, Manual of Practice for Land
S�rve�i:ng in the State af Texas, Category 5
1.4 ADMINYSTRATIVE REQUIREMENTS
A. T'he Contractor's selection of � sux�veyor must comply with Te�as Go�ernmen#
Code 2�254 {quali�cations based s�lection} for this projecfi.
1.5 SUBMITTALS
A. S.ubmittals, if required, shaIl be in aecordaz�ce witll Section O1 33 00,
B. All submittals sha.11 be received and reviewed by the City prior to delivery of wark.
L6 ACTION SUBMITTALS/XNFORMATI�NAL SIIBIYIITTALS
A. Fie1cE Quality Control �ubmi#tals
CITY bF FQRT W�RTH 2O22 Concrete Restoration Contract 1
STAI�DARD COHSTitUC1TQN SPEC[PICATION DOCUIVI�NTS City Project No. ] 03445
Revised Cehruary ld, 20Z8
D17123-3
CONSTRUCTION STAiCING ANp SUItV�Y
Page 3 af S
I. Documentation verifying accuracy of field engineering work, including coordinate
conversions iiplans do not indicate grid ox graund coordinates.
2. Submit "Cut-Sheefs" confor�ning to the standard template pravided hy the City
(xefer to O1 71 23.16.a1— Attachmen� A-- Survey Staking Standards),
1.7 CLOSEOUT SUBMITTALS
B. As-built Redline Drawing Su6mittal
1. Submit As-Built Sttrvey Redline Drawings documenting the locatianslelevations oi
constructed improvements signed and s�aled by Registered. Professional Land
Surveyor (RPS�S) responsible for the work (refer to O1 71 23.16.01 — Attachment A
— 5urvey Staking Standards) .
2. Contractor shali suhmit the groposed as-built ar►d completed redline drawing
submittal one (1} week prior to scheduling the pro�ect final inspection for City
review and comment. Revisions, if �ecessaty, shall be m.ade to the as-built redline
drawings and resuUmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERXAL SUBMiTTALS [I�OT USED]
1.9 QUALITY ASSi7RANCE
A. Construction Staking
1. Gonstruction staking will b� pez'formed by the Contractor.
2. Coordination
a. Contact City's Project Rapresentative at least one week in advance notifying
the City of when Canstruction Staking is schedUled.
b. It is the Contractor's responsibility ta coord'tnate stalcing. such fhat
construction activities are not delayed ar negatively impacted.
3. Genera]
a. Contractor is responsible for preservitzg and maintaining stakes. If City
surveyors are required to xe-stake for any reason, the Contractar will be
responsible for costs to perform staking. If in the opinion of the City, a
su�cient nurt�ber of stakes or markings have bee� lost, destroyed disturbed or
omitted that the contracted Work cannot take place then the C.ontractor will be
required to stake or re-stal�e the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractar.
2. Coordination
a. Contractor to verify fihat horizontal and vertical control data established in the
design survey and required for canstruction survey is available and in place.
3. General
a. Constr�tction survey will be performed in order to construct the work shown
on the Construction Drawings and specified inthe Contract Documents.
b. For construction methods other than open cut, the Contractor shall p�rform
canstruction sur��y and verify control data including, but not lirnited to, the
following:
1) Verification that established 6enchmarks and cantrol are accurate.
CIT'Y OF FQRT WORTii 2022 Concrete RestoraYion Contract l
STANDARD COAISTRi7CTION SPECIFCCATION DDCiJME1+iT5 City Project No. IQ3445
12cvised Cebruary ia, 2018
oi�iz3-4
CONSTRUCTION STA.ICITVG AND SURVEY
Page 4 oF S
2) Use of Benchmarks to furnish and maintain aII reference lines and g�•ades
for tunneling.
3) Use of line and grades to esfiablish the Iocatiat► ofthe pipe.
4) Submit to the Cify copies of f eld no#esused fo establish a11 Iines and
grad�s, if req�tested, and allow �he City to cIleck g�.iidance system setup prior
ta beginning each tunneling drive.
5} Provide access for the City, if requested, to �eri�y the guidance system an�l
the line and grade of the carrier pipe,
6} The Contractor reinains fully res�aortsible foi• the accuracy oi the work and
correction of it, as required,
7) Manitar line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and subtnit daily reeords to the City.
9) If the installation does ttot meet the specified tolerances (as outlined in
Sectaons 33 OS 23 and/ar 33 OS 24), immediately natify the City and correet
the installation in accordance with the Contract Documents.
C. As-Built Survey
1. Requ�red As-Built Sur�ey will be performed by the Contractor.
2. Coordinati.on
a. Cont��actar is to coordinate with City to canfirm which features require as-
built surveying.
b. It is ihe Contractor's respansibility to coardinate the as-built survey and
required measurements for i�ems that are to be buried such that constri►ction
actir+ities are not de]ayed ar negatively impacted.
c. For sewet' rnains and watei• rnains 12" and under in diazneter, it is acceptable
to physically m�asure depth and mark tlaa location during the progx'ess of
eonstruction and take as-built survey after the iacility has been b�x•ied. `I'he
Contractor is responsible for the quality control aaeeded to ansure accuracy.
3. General
a, TI�e Contractor shalI pro�ide as-huilt sur�ey includ[ng the ele�ation and
location {and pravide written doeuznentation tQ the City) of constr«ciiQn
features during the progress af the cons�ruction includang the following:
1) Water Lines
a) 'Cop of pipe ele�ations and caardinates for waterlines at the following
locations:
(1) Minimum every 25D linear feet, including
(2) HorizonlaE and vertical poinis oiinflectian, curvature,
etc.
(3} Fire lane tee
{4) Plugs, stLib-outs, dead-end lines
{5) Casing pipe (each end) and aIl buried iittings
2) Sanitaa�y Sewer
a) Top of pipe ele�aftans and coordinates for force mains and siphon
s�nitary se�ver lines (non-gravity faci]ities) at the following locations:
(1) Minimum every Z50 linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Starmwater — Not Applicab]e
CTTY OF FORT WpRTH 2O22 Concrete Restoracion Contract l
STANDARD GONSTR[ICTION SP6CIF[CATTON DOCUMENTS City Prvjact t�Io. 103445
Revised �'ebru�ry T9, 2018
O17123-5
CO3+i5TRLiCTION STAKTNG AND Sl]RVEY
Page 5 oi 8
b. The Coniractor shall provide as-bui�t survey including the ele�ation and
location {and. provide written documentaiion to the City) of construction
features after the constractian is completed including the following:
1} Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a} Caihodic protection test stations
b} Sann.pling stations
c) Meter bo�eslvaults (All sizes)
d) Fire hydrants
e) Valves (ga#e, butterfly, etc.)
� Air Release vaives (Manhole rim and vent pipe)
g) Blow off valves {Manhole rim. and valve 1id)
h) Pressure plane valves
i) Underground Vaults
{1} Rim and flowline elevations and coordinates for each
Underground Vault.
3} Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coardinates for each
b} Manholes and Junction Structures
(1} Rim and flowline elevations and coordinates for each
manhole and junction structure.
4) Starmwater -- Not Applicable
110 DELIVERY, STORAGE, AND HANDLXNG jNOT USED]
1.11 FIELD [SXTE] CONDITIONS [NOT USEDj
1.12 WARRANTY
PART 2 - PRODIICTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points of curvature and points of intersection.
2. Es#ablish temporary horizantal and ve�tical contrnl elevations (benclunarks}
sufficiently permanent and located in a tnanner to be used throughout constructinn.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes %r piers, floaxs, grade beams, parking
areas, utilities, streets, highways, tunnels, and other construation.
b. A record of r�visions or eorrections noted in an orderly manner for refere�nce.
c. A drawing, when required by the client, indicating the liorizontaI arid vertzcal
focation of iacilities, easements and imptovemeats, as 6uilt.
4. Cut sheets shall be provided to the City lnspectar and 5urvey Superintendent for all
construction s#alfing projects. These cut sheets shall be on the staqdard city template
which can be obtained from the Survey Superintendent (817-392-7925}.
5. Digital survey files in the fallowing formats shall be acceptable:
a. AutoGAD {.dwg)
b. �SRI Shapefile (.shp)
C[TY OF FORT WQIZTA 2022 Conerete ResEoration Contraci l
STANDI�RD CON5TfiUCTiON SPECI�ICATION DOCIIMENTS City Project hio. 1Q3445
Revised Feh�vary 14, 20I8
017123-6
CONSTRUCTION STAKING AND SUk�VEY
Page 6 of $
c. CSV fale (.csv), %rmatted witll X and Y coordinates m sepaeate coluuins (use
standarc� templates, if available)
6. 5urvey �les sha[I include vertical and Izorizontal data tied to ori.ginal project
control and benchmvks, and shall ine[ude feature descriptions
PART 3 - EXECUTTON
3.1 IN�TALLERS
A, Tolerances:
1. 'I'l�e staked Iocation of any improvement nr facility should be as acci.u•ate as
practical and necessary. The deg�•ee of precision required is dependent on matj.y
factors all of which must remain judgmental. 'I'he tolerances Iisted hereafter are
based on g�neraIities and, undar certain circumstances, shall yield to specif e
requirements. The surveyor shall assess any situation by review ofthe overall plans
and through consultation with responsible parties as to the ne�d for specific
tolerances.
a. Earthwor[c: Grades far earthwark or rou�h cut shauld nof exceed 0,1 ft. vertical
tolerance. Harizontal alignment for earthwork and rough cut sho€.�ld not e�ceed
1.0 ft, tolerance.
b. Horizonta] alignment on a structure shall be within .O, lft to�erance.
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located within the conf nes of the site 6oundaries and,
occasionally, �long a boundary or any other restrictive line. Away frflm any
restrictive line, these facilities should be staked with an accaracy producing no
more than O.OSft. tol�ranee from their specified Iocations.
d. ilnderground and overhead tttiliiies, such as sewers, gas, water, telephone and
�lectx-ic lines, shaIl be located horizontally within their prescxibed areas vr
easements. Within assigned areas, these utilities should be s#aked wvith an
accuracy producing no more than 0.1 ft tqlerance from a specified location.
e. The accuracy required for the �erticaI location of utilities varies widely. Many
underground uYilities :require anly a minimum cover and a iolerance of 0.1 ft.
should be maintained. Underground and overhead utilities an plaru►ed grofile,
but not depending on gravity flaw for perFormance, should not exceed 0.1 ft.
tolerance.
B. Surveying instr�lments sh�ll be tcept in clase adjustment accQrding to manufacturer's
specifications or in compliance to standards. The City reserves #he right #o request a
calibration repnrt ai any time and recommends regular maintenance schedule be
performed by a ce1-tiiied technician every 6 months.
1. FieId measurements of angles and distances shall be done in such fashion as to
satisfy the closures and t.olerances expressed in Part 3.1.A.
2. Vertical Iocations shall ba established from a pre-established benchmar[c and
checked by closing to a diff'erent bench mark on the same datum.
3.. Construction survey field work shall cot•respond to the client's plazas. Ir�-egularities
or con�licts folind sha[1 be reparted pro�z�ptly to the City.
4. Revisions, corrections and other pertin�nt data shall 6e logged for future re�erence.
CITY OP FORT WQRTH 2O22 Cancrete I�estoratian Contract l
STANDARD CON57T2UCTIQN SPECIF[CATION DOCUIvIBNTS City Prqject No. 103445
Rcvised Febru�ry 14, 20i8
017123-7
CONSTR[JCTION STAKING AI�ID SURV�Y
Page 7 of 8
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAiIt 1 RESTORATION
A. If the Contractot''s wor�C damages or dest�•oys one or more of the conteol
monumentslpoints set by the City, the zno�uments shall be adaquately referenc�d for
expedient resioration.
1. Notify City 'tf any cantrol data needs to be restored or replaced due to ciamage
caused during construction operations.
a. Co.ntractor shall perform replacements and/oz' restorations.
b. The City may i•equii'e at any tirne a survay "Field Check" of any monument
or benchmarks that are st�t be verified by the City surveyors before furth.er
associateci wflrk can move forward.
3.6 RE-INSTALLATXON [NOT USEDJ
3.7 FXELD [oR] SITE QIIALITY CONTROL
A. It is the Contractor's responsibiiity to maintain all stalces ax�d control daia placed by the
City in accordance with this Speeification. This includes easements and right o.f way, if
noted on the pians.
B. Da nat change or relocate stakes or control daia without approvai fronn the City.
3.8 SYSTEM STARTUP
�. Survey Checks
I. The Caty reserves the right to perform a Survey Check at any tim� deemed
necessary.
2. Checks by City personnel or 3� party contracted surveyor are not intended to
reiieve the contt-actor of hislher responsibility for accuracy.
3.9 ADJiTSTING [NOT LTSED]
3.14 CLEANING [NOT USED]
3.11 CLOSEOIIT ACTNITIES [NOT USEDj
3.1� PRQTECTION [N4T USED]
3.13 MAINTENANCE [NOT USED]
3.I4 ATTACFIMENTS [NOT USED]
END OF SECTION
Revisinn Log
C1TY DF rORT WORTH ' 2Q22 Concrete Restoration Convaci 1
STANDARD CQNSTRUCTIOAf SPECiFICATIdN DOCUMENTS Ciry Projecf [�fo. 103445
Itevised Fe6ruary 14, 201$
017123-8
CONSTRUCT[ON 5TAKING AND 5i1RVEY
Page 8 of 8
DATE NAME SUMMARY OF CHANGE
s��rizoiz D, Johnsou
Added instruction and modified ineasureinent & payment under 1.2; added
8/31/2U 17 �. 0�,�,�� ��fnitions and references under 1.3; modified ].6; added 1.7 oloseout suhmitta]
requirements; modified 1.9 Quality Assurance; added FA1tT 2— PItODUCTS ;
.4dded 3.1 Install�rs; added 3.5 Repair/12esioration; and adderi 3.8 Sysiam Sta��tup.
Rerrso�ed "l�l¢e tex�"; revised measw�ement and pay�nerit sections for Construction
Staking and :As-Built Survey; added refee�ance to selectian compliance with TGC
2114/20I8 M Owen 2254; re�ised action and Claseout submitta] requii�ements; added acceptable depdi
Fneasurement criteria; reviseci list ofiten�s requiring as-built sw�vey "during" and
"aiier" constr«ctioa�; And rs�ised acceptable digital s�rvey fle format
CITY pF FpRT WORTH 2O22 Goncrete Restoration Contract l
STANDARD C01�5TRUCT[ON SPEL'iFICATION DOCtJN1ENT5 City Psoject Na. 1p344`
12evised Te6ruary 14, 2018
�
�ec�ion 0� i� Z�.01 � A���c�r�ent A
Suru�y �takin� Star�dards
Febr'uary 20.17
0:�5pecs-5tds Governance Process�Temporary Spec Files\Capita! Qelivery\Cap Delivery Div Ql\0� 71
Z3.16.01�Attachment A_Survey 5taking Standards.docx
Page 1 of 2Z
These procedures are intencled to pro�ide a standard methoc! for construction stakin� ser�ices
associated with the City of Fort Wor�h projects. These are not to be considered all inclusive, but only as
a general guidefine. For projects an TXDOT right-af way or through jointTXDOT partrcipation,
adherence to the TXD�T 5urvey Manua! shp!! be follvwed and if a discreppncy arises, the 7'XDOT
mpnualshallprevail. (htt.p:J/onlinemanuals.txdat.�o�(txdotmanuafs/ess/ess.pdf)
If you have a uniqu� circumstance, please consuli with the project manager, inSpector, or sur�ey
department at 817-392-7925.
iable of Conten�s
�. City of Fort Wor�h Coniact Information
II. Cnnstruction Colors
III. Standard Staking Su�plies
IV. Sur�ey Equipment, Control, and Datum Standards
V. ' WaterStaking
VI. Sanitary5ewerStaking
VII. 5torm 5talcing
VIII. Curb and Gutier 5taking
IX. Cut Sheets
X. As-built Survey
O:�Specs-5tds Governance Process�Temporary 5pec Files�Capital Delivery�Cap Delivery Di� 01�0171
Z3.16.01_Attachment A Survey Stalcing 5tandards.docx
Page 2 of 22
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Surr�ey Depar�men� Con�aci Informafiion
Physica] and mailing address:
8851 Camp Bo.wi� Wesi Boulevard
Suite 3fl0
Fort Worth, Texas 76�.16
OfFice: (817j 392-7925
SurveySuperintend�nt, direct line: (817) 392-8971
Cons�ruc�ion Colors
ihe following colors shall be used for staking or identifying features in the field. ihis
incfudes flagging, paint of laths/stakes, pa9nt of hubs, and any identification such as pin ffags
if necessary.
Utility
PROPOSED EXCAVATl01�
A�L ELECfR1C AND CONDUITS
POTABLE WA7ER
GA5 OR �IL
TELEPHON�/FISER OPTIC
SURVEY CONTROL POINTS, BENCHMARKS,
PROP�RTY CORNERS, RIGHT-pF-WAYS, AI�D
ALI. PAVIN.G INCLUDING CURB, 51DEWAl.K, BUILDING CORN�RS
5ANITARY SEWER
IRRIGATION AND RECLAIMED WATER
�
S�andard S�a[cing Supplies
Calor
INH ITE
• �
r. �i
YEL��W
ORANGE
PlNK
�.' �_�4ti�
Itern Minimum siz�
Lath/Stalce 36" tall
Wooden Hub (2"x2" min. square preferred} 6" tall
Pin Flags (2.5" x 3.�" preferredj 21" {ong
Guard Stak�s Not required
PK or Mag nails i° long
Iron Rads (1/2" or greater diameter) 18" long
Survey Marking Paint Water-based
Flagging �" wide
Marking Whiskers (feathers) 6° Eang
Tacks (for marking hubs) 3/4" long
0:`Specs-Stds Governance Process�Temparary 5pec Files\Capital Delivery�Cap Delivery Div O1�0171
23.16.01_Attachment A_5urvey Staking 5tandards.dacx
Page 3 of 22
I!!. Sur�e � ui ment Control and Da�um S�andards
A. City Benchmarks
All city benchmarks can be found here
Look for `�oning Maps'. Under'Layers'
'Benchmarks'.
htt p: //fa rtwo rt hfiexas. �ov/ itso l u t io n s/G 15/
, expand `Basemap Layers', and check on
B. Conwentional ar Robotic Total 5tatian Equipment
I. A minimum af a 1�0 arc-second instrument is required.
II. A copy of the latest calibration r�port may be reque5ted by the City at any time.
It is recommended that an instrument be calibrated by certified technician at
least S occurrence every 6 months.
C. Network/V.R.S. and static GP5 Equipment
I. It is critica[ that the surveyor �erify the carrect horizontal and vertical datum
prior comm�ncing work. A site calibratian may be required and shall consist of
at I�ast � control points spaced evenly apart and in varying quadrants.
Additi�nal field checks ofthe horizontal and vertical accuracies shall be
completed and th� City may ask for a copy of the cali�ratEon re.port at any time.
II. Netwark GPS such as the Western Data 5ystems or SmartNet systems may be
used for staking of property/R.O,W, forced-main water lines, and rough-grade
only. No GPS stakin� far concrete, sanitary se►nrer, storm drain, finel �rade, or
anythin� that needs �ertical �radin� with a tolerance of 0.25' or less is
allowed.
D. Controf Points Set
I. All control points set shall be accompanied by a lath with the approAriate
Nart�ing, Easting, and Ele�ation (if applicable} of the point set. Cantrol points
can be set rebar, `X' in concrEte, or any ather appropriate item wifl� a stable
base and of a semi-permanent nature. A rebar cap is o�tional, but preferred if
the cap is marked `contral point' orsimi[arwording.
II. Datasheets are required fnr all cvntrol points set.
Datasheet shoulci include:
A. Horizontal and Vertical Datum uset[, Example: N.A.D.83, North Central Zane
42�2, NAVD 88 Ele�afiions
B. Grid or grourrd distance. — If ground, provide scale factor used anc� base
point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O
C. Geoid model used, Example: GEOIDI2A
0:�5pecs-Stds Governan�� Process�Temporary Spec Files�Capital Deli�ery�Cap Delivery biv �1�07. 71
23.16.01_Attachment A 5urvey 5taking Standards.docx
Page 4 of 22
E. Preferred Grid Datum
Although many plan sets can be in surface �oordinates, the City's preferred grid datum
is listed �elow. Careful consideration must be taken to verify what datum each project is
in prior to beginning work. It is essential the surveyor be familiar with caordinate
transformations and ho.w a grid/surFace/assum�d coardinate system affect a project.
Proiected Coardinate
5ystem: NAD_1983_5xatePlane_Texas_North_Central_FIPS_4202_Feet
Projection: Lambert_Conformal_Conic
False�Easting: 1968500.00OOOOa4
Fals�_Northing: 6561566.6fi666667
Central Meridian: -98.50000400
Standard Parallel 1; 32.13333333
5tandard Parallel 2: 33.96566667
Latitude_Of_Origin; 31.66666667
Lir�ear llnit: Foot U5
Geographic Caordinaie System: GCS�,North_American�1983
Daturn: b North American 1983
Prime Meridian: Greenwich
Angular Unit: Degree
Note: Regardless of what datum each particular project is in, de{iverables to the City
must be canverted/translated into tf�is prc#erred grid datum. 1 copy of the deliverable
should be in the project datum (w�atever it may 6eJ and 1 copy should be in the NAD83,
TX North Central 4202 zone. 5ee Pre erred File Namin Convention below
F. Preferred Deli�erable Format
txt .csv .dwg .jab
G. Preferred Data Format
P,lV,E,Z,�,N
Point Number, Narth{ng, Easting, Elevation, Description, Notes {if applicable)
H. Pre#erred �ile Naming Con�ention
This is the preferred format: City Project NumberTDescription_Datum.cs�
Example for a proieci that has surFace coordinates which must �e translated:
Fil� 1; C1234 As-t�uilt af Water on Main 5treet_Grid NAD83 TXSP 4202.csv
0:\Specs-Stds Governance Process\7emporary 5pec Files�Capital Defivery�Cap Delivery Div 01�0171
23.16,01_Attachm�nt A_5urvey 5taking 5tandards,docx
Page 5 of 22
File 2: C1234_As-built af Water on Main Street_Project Specific Datu.m.cs�
�xam �e Control S�akes
0:�5pecs-5tds �o�ernance Process�Temporary Spec Files�Capital []elivery�Cap Delivery Div Q1\0171
23.16.Q1_Attachment A_5urvey 5taking 5�andards.docx
Page 6 of 22
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23.16.01_Attachment A_5urvey Staking 5tandards.docx
Page 7 of 22
A. Cen.terline 5takin$ — Straight Line Tangents
1. OfFset lath/stakes e�ery 2p0' on even stations
II. painted blue lath/stake only, no �ub is required
[II. Grade is to top of pipe {T/P) for 12" diameter pipes or smaller
IV. Grade to flow line (F/L) for 1b" and larg�r diameter pipes
V. Grade should be 3.50' be[ow the praposed top of curb line for 10" and smaller
diameter pipes
VL Grade should be 4.00' below the praposed top of curb line for 12" a�d larger
diameter pipes
VII. Cut 5heets are required on aIl staking and a copy can be received from the
survey superintendent
Optional: Actual stakes shal! consist of a 6QD npi! or hub set with a whisker
B. Centerline 5taking - Cur�es
I. If arc �ength is greater than �.00', POC (Point of Cur�ature) offs�t stakes should
be set at a 25' inierval
II. 5ame grading guidelines as above
I�I. 5taking of radius points of greater than 100' may be omit�ted
C. Water Meter Soxes
1, 7.Q' perpendicular offset is preferred to the center of the box
II. Center of the meter should be 3.0' behind the proposed face of curb
III. Meter should be staked a minimum of 4.5' away �'ram the edge of a dri�eway
IV. Grade is to top of box and should be +0.05' higherthan the proposed top of
curb unless shown otherwise on the plans
D. Fire Hydrants
I. Centar of Hydrant should be 3.D' be�ind proposed face af cur6
II. S�rvey offset stake should be 7,0' from the center and perpertdicularto the curb
line arwater main
III. Grade of hycirants should be -�0,30 highertha.n the adjacent tap of curb
E. Water Valves & Vaults
I. Offsets should be perpendicularta the praposed water main
II. RIM grades should anly be provided if on plans
�xample l�Va�er 5�akes
0:�5pecs-5tds Go�ernance Process�7emporary Spec Files�Cepitaf Delivery�Cap Delivery Di� 01�01 71
23.16A1_AttacF�ment A_Survey 5taking Standards.docx
Page 8 of 22
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�3.16.D1_Attaehment A_Suruey Staking 5tandards.docx
Page 9 of 22
A. Centerline 5taking--Straight Line7angents
I. Inverts shal[ be field verified and compared against the plans before staking
I�. Painted green lath/Stake WfTH hub and tack or markerdo#, noflagg9ng required
III. 1 offset stake between rnanholes if manholes ar� �100' or less apart
IV. Offset stakes should be located at even distances and perp�ndieu�arto the
centerline
V. Grades wil] be per plan and the date af the plans used should be noted
VI. If multiple lines are at one manhole, each line shall ha�e a cut/fill and direction
noted
Vll. Stakes at every grade break
VIII. Cut she�ts are required on all stak'rng
Optional: Actua! stakes shall consist af a 60D nai! or h�rb set with a whisker
B. Centerline Staking — Cur�es
I. If arc leng�th is gr�at�r than S00', POC (Point of Curvature) offset stakes should
be set at a 25' inter�al
II. Staking of radius points of greater than 100' may be ornitted
C. Sanitary Sewer Manhol�s
f, 2 offset stakes per manhole for the purpase af pro�iding alig.nment to the
contractor
II. �lowline grade should be an the lath/stake for each flowline and directian noted
IIl. RIM grade should anly be on the stake when providecf in the plans
0:�5pecs-5tds Governance Process�Temporary Spec Files�Capital Delivery�Cap Delivery Di� 01\d171
23.15,01_Attachment A_Survey Staking 5tandards.docx
Page �0 of Z2
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23,16.01_Attachment A 5urvey Staking Standards.docx
page 11 of 22
V�f. Storm Sewer � lnletr S�akin�
A. Centerline 5taking— Straight Line Tangents
I. 1 offset stake e�ery 20D' on ��en statians
I1. Grades are to flowline of pipe unless otherwise shawn on plans
III. 5takes at every grade break
IV, Cut sheets are required on all stakin�
Optional: Actua! stakes shall consist af a bOD narl or hub set with a whisker
B. CenterlineStaking—Curves
I. lf arc I�ngth is greater than 7.OD', POC (Point of Cur�aturej offset stakes shouid
be set at a 25' inter�al
II. Staking of radius �aints ofgreaterthan 104' rnay he ornitted
C. 5torm brain Inlets
I. Staking distances should be measured frorrm end ofwing
II. 5tandard 10' Inlet= �6.00'total length
lil. Recessed 10' Inl�t = 20.Oi7'total length
IV. Standarc! double 10' inlet � 26.67'total length
V. Recessed double 10' inlet = 34.67' tota� length
D. 5tarm Drain ManholeS
I. 2 offset stakes per manhole for the purpose of pro�iding alignment ta the
contractor
II. Flowline grade should be on ihe lath/stake far each flowline and direction noted
Ili. RIM grade should only be on the s�ake when provided in the plans
a:�5pecs-5tds Go�ernance Process�Temporary 5pec Files�Capital Defivery�Cap belivery div Q1�D171
23.16.01�Attachrr�errt A_5urvey 5taking Standards.docx
Page 12 of 22
Exam le Storm inle� Stakes
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0:�5pecs-Stds Gavernance Process�Temporary Spec Files�Capital De]i�ery�Cap �ekivery bi� 01\0171
23.16.01_Attachment A Survey 5talcing Standards,docx
Page 13 of 22
V![!. Curb and Gu��er 5�akin�
A. Centerline 5taking— 5traight �.ine Tangents
V. 1 offset stake e�ery SO' on evan stations
VI, Grades are to top of curb unless otherwise shown on plans
VII. 5takes at every grade brealc
VIII. Cut sheets are required on all staking
Optionaf: Actua! stakes shall consist of p 6aD nail or hub set wrth a Uvhrsker
B. Centerline 5taking—Curves
�II. lf arc length is greater than 100', POC (Poini of CurvatureJ offset stakes shauld
be set at a 25' inter�al
IV. Staking of radius paints ofgreaterthan 100' may be omitted
O:�Specs-5tds Go�ernance Process�Temporary Spec Files�Capital Qe]ivery�Cap Deli�ery aiv p1\a171�
23.16.07. Attachment A_Survey 5taking 5Yandards.docx
Page 14 of 22
�xample Curb & Gu���r Siakes
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0:�5pecs-5tds Governance Process�Temparary Spec Files\Capital Delivery�Cap Delivery Div D1�0171
23.16.Q1�Attachment A_5urvey Staking 5tandards.dvcx
Page 15 of z2
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23.16.01_Attachment A_Survey Staking 5tar�dards.docx
Pag� 16 of 22
IX. Cut Shee�s
A. Date of field work
B. Stak9ng Methad (GPS, total station)
C. Project Name
D. Gity Project Number (�xample: C01234)
E. Location (Address, crQss streets, GP5 coordinate)
F, 5urvey company name
G. Crevu chief name
H. A blank template can be obtained fram the surUey superintendent (see item I aboue]
Standard Ci�y Cut Sheefi
Date:
City Project
Number:
�roject Name:
❑ 70TAL
Staking Method: ❑ GPS STAT10lV ❑ 47HER
LOCATION:
GONSULTAI�TICONTRAC70R
Sl7RVEY CREW INITIALS
er � r_QenGc eQ� Tn �� nwl IN� []R TOP DF' Ci1Rg UNLESS OTFiERWISE NOT�D.
,.�— —• --OFFSET� - — ------- - - PROP. S7AKED
PT # STATION ..LTI+RT a�S�RIPTlON GR,4D� ELEV. - CUT � FILL
D:\5pecs-Stds Go�ernance Process�Temporary Spec Files�Capital Delivery�Cap Qelivery Div 01�0171
23.16.01�Attachment A_Survey 5taking 5iandards.docx
Page 17 of 22
X. As�buil� Surr�e�
A. Definition and Rurpose
The purpose of an as-built survey is to verify the asse�t was installed in the praper location
and grade. Furthermore, the informatian gathered will be used to supplement the City's Gl5
data and rnust be in the properformat when submitted. See sectian !V.
As-builisurveyshould includethefollowing (additionaf items may be requested):
Manhales
Top of prpe elevations every 250 feet
Norizonta! and vertrcal pornts of inflection, curvature, etc. (AI1 FittrngsJ
Cathodre protec�ion test sCations
Samplrng statrons
Meter baxes/vaults (A!1 sizesf
Fire lines
Fire hydrants
Gate valves (rim and top of nutJ
Pfugs, stub-outs, dead-end lines
Air Relerrse valves (Manhole rim and vent pipeJ
Blow off valves (Manhole rim and valve IidJ
Pressure plane valves
Cleanrng wyes
Clean outs
Casing prpe (epch endJ
Inverts af pipes
Turbo Met�ers
O:�Specs-Stds Governance Process�7emporary Spec Files�Capital Deliv�ry�Cap �eli�ery bi� 01�0171
23.15.01_Rttachment A_5urvey Stakirrg Standards.docx
Page 18 of 22
S. Example Deli�erable
A hand written red line by the field surveyor is acceptable in most cases. This should be
a ca�y of th� plans with fhe paint numbe�r noted by each asset. If the asset is missing,
then the surveyor should write "NOT FOUND" ta notify the Gty.
0:�5pecs-5tds Gvvemance Process�Temporary 5pee Files\Capital Deli�ery�Cap �eli�ery piv Oi�0171
Z3.16.01 Attaehment A_Survey Staking 5tandards,docx
Page ].9 of 22
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23.16.Q1_Attachment A_5urveq 5taking Standards.docx
Page 20 of 22
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23,16,D1_Attachment A_Sur�ey 5talcing 5tandards.docx
Page 21 af 22
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23.16.01_Attachment A_Survey 5taking 5tandards.docx
Page 22 vf 22
�
�a� �s
Page 23 vf 23
23.16.01_Attachment A_Survey 5taking 5tandards.docx
Ob�iously the .cs� or .txt file cannot f�e signed/sealed by a surveyor in the format
requested. This is just an example and all t�is infarmatian shou[d be noted when
delivered to ihe City so it is clear tn what coordirtate system the data is in.
POINT N0,
1
2
3
A
s
6
7
8
9
10
11
iz
13
14
15
16
�7
18
19
20
21
22
23
24
xs
26
27
zs
z9
30
37.
32
33
34
35
36
37
38
39
40
41
42
A3
AA
AS
46
NORTHING
6945257.189
694S2b0.$93
6946307399
6946220,582
6946195.23
b94619a528
fi945136.012
6446002.267
&946003.655
{r945984.677
6945986.A73
6945&95.077
6945&96.591
6945934.286
694593fi,7Z7
6945835.678
6945817.466
6945759,776
69457G8,553
G945743.318
fi9457Z3.219
69n568Z.21
69A5 8�1.90�
fi9A5543.407
6945571,�59
6945539.a98
6945514.834
fi945417.879
6945456.557
6945387:356
694S37U.G&$
6945 3 83 5 3
6945321.228
6445319.365
594524Z.2$9
690.5�33.624
5945Z06.483
6945 7 �12.015
G94S113.445
694Sp43,03
6945Q41.U�4
694Sd38.878
6945006.39i
6944944.782
6944993.432
6944860.416
CaSTING ELEV
2296479.165
224605Z.141
229G038.305
2296011.025
2295015.11fi
2296022.721
2295992.115
2295919.133
2295933.418
Z29588Q.S2
2295569.892
2295660.962
2295862.188
2295841.925
229583U,441
Z295799.707
2295827.011
Z295758.643
�295775.424
zZ95768.392
2295754.394
2295744.2Z
2 Z95669.471
2295736.63
2295&55195
2295fi57,$Q3
2295679.49
2.295550.27
2�95643,10.5
2295597.101
2295GD6.793
2295G10,559
2295551,105
2295534.72$
2295570.715
2295544.626
2295529.305
2245557.6b&
2245520.335
�23SS27.345
Z�95552.675
Z295552.147
�295518.135
�295524.635
2�95556.479
2295539.397
DESCfiI PTIO N
726.09 SSfVIH RIM
725.668 GU R1M
726.$5 GV RIM
723358 SSM31 RIN
722.123 GV RIM
722.325 FH
719.448 ViIM RIM
713.331 4UM RIM
7J.3.SSZ CO RIM
711,b6� SSitFlH RIM
710.a46 WM RIiU�
707.7Z WM RICN
748.205 WM AIM
709.467 WM Rl�vl
710.tl84 LO RIM
7Q7.T74 SSMH RIM
708.392 SSMH itlM
711,2f8 SSNfH RIM
710.086 GV fil.M
710.b31 GV RIM
712.H49 GV R1h71
716.686 WM RIM
723Jb WM RIM
719.737 CQ RiM
7Z7.514 55MH RIM
729,123 WM RIM
732.689 WM RIM
746.Si1 WM R1M
736,451 CQ RIM
74tl,756 GV RIM
740,976 GV RIM
740.408 FH
746.34 WM RIM
746.777 CQ RIM
7A8.4S4 WM RIM
749.59 SSMH RIM n .
751.058 WM Rlivl �` � �-�
750.853 WM RIM [�'�.(vj�� ���
751.873 WM AIM
752.257 SSMH RIM 5 � '�� �E
751.79 WM RIM ��`
751.88 WM R2M � �1 �j,;�,,��,,P
752,615 WM RiM 1 �.#.��
752.801 WM RIM ��C
752,156 WM RIM `"�
752.986 SSfviH RIM �F,,f�
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Q:�Specs-5tds Governance PTocess�Temporary Spec Files�Capital De]ivery�Cap belivery Div 01�0171
23.15A1_Attachment A_5urvey Staking 5tandards.docx
Page 24 of 24
C. �ther preferred as-built deliuerable
Some �endors have indicated that it is easier ta deiiver� this information in a different
format. Belaw is an example spreadsheet that is also accepta6le and can be obtained by
request from the sur�ey superintendent.
D:�Specs-5tds Governance Process�Temporary Spec Files\Capital Deli�ery\Cap Delivery Div 01��1. 71
23.16.01_Attachment A_Survey Staking Standards.docx
Page 25 of 25
O:\5pecs-Stds Governance Process�T�mporary 5pec Files\Capital De]ivery�Cap pe]ivery Div O1\0171
Z3.16.01_AttachrnentA_5urvey Staking 5tandards.docx
Page 26 of 26
a� �a23- j
CLHAAF.IIVG
Page I of 4
SECTION �l 74 23
CLEANING
PART 1 - GENERAI,
1.1 SUMMARY
A. Section Includes:
l. Intermediate and finaI cleanin� for Work not including special cieaning of closed
systems specified elsewh�ra
B. Deviations from this City of Fart Worth Standard Specificatian
1. None.
C. Related Specification Sections include, but are not necessaxily limited to:
1. Division 0— Bidding Requirements, Contraet Forms and Conditions of the Contract
2. Division S— General Requirements
3, Section 32 92 I3 —Hydro-MuIching, Seeding and Sadding
1.2 PRiCE AND PAYMENT PROCEDURES
A. Measurement and Paymen.t
1. Work associate:d with this Item is considered subsidiary to the various Items bzd.
Na separate payznent will be allowed for this Item.
1.3 R.ET�"�RENCES iNOT iTSED]
1.�1 ADMINISTRATIVE REQIITREMEIVTS
A. 5cheduling
1. Schedule cleaning operatians so that dust azid other contaminar�ts disturbed by
cleaning process will not fall on newly pa�nted surfaces.
2. Schedule final cleaning upon completion of Work and iinmediately prior to final
inspectian.
1.5 SUBNIITTALS [NOT USEY]]
1.6 ACTXON SiTBMITTALS/INF4RMATIONAL SUBMITTALS [NOT USED]
1.7 CLf}�EOiTT SUBMITTALS [NOT USED]
1.8 MAINTENANCE 1VIATERTAL SUBNIITTAL� [NUT jTSED]
I9 QUALZTY ASS�NCE [NQT CTSED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Stare cleaning products and cleaning wastes in contain�rs specifically designed for
those materials.
CITY OF FOR7' WORTH 2O22 Concrete Restoration Contract 1
5TAN DARD CONSTRUCTION SPECIFICATIOI�F DOCUM�NTS Cily Project No. 1 �3445
Etevised ]uly l, 20 t 1
Q17423-2
CLEANING
Page 2 of 4
7.7.1 FI�LD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PARTZ- PRODUCTS
2.I OWNER-FURNISH�D [oR] OWNER-SUPPLI�DPRODUCTS [NOT USED]
2.2 MATERiALS
A. Cleaning Agents
1. Compatible with surface being eleaned
2. Nevsr and uncontaminated
3. For manufacYured surfacas
a. Material recomrnend�d by manufacturer
2.3 ACCES�ORIES [NOT USED]
2.9 SOi1RCE QUALITY C�NTROL [NOT USED]
PART 3 - E�ECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT US�D]
3.3 PR�PARAT�ON jNOT USED]
3.4 APPLICAT�ON [NOT IISED]
3.5 REPAIR / RESTORATION jNOT US�D]
3.6 RE-1NSTALLATIOlv [NOT IISED]
3.7 FIELD [o�] �ITE QUALrTY CONTROL [NOT US�D]
3.8 SYSTEM STARTUP jNOT USED]
3.9 ADJU�TING [NOT USED]
3.10 CLEANING
A. Gener.ai
1. Prevent accumulation of wastes that creaYe hazardous conditions.
2. Conduct cleaning and disposal operations to camply with laws and safety orders nf
governing aufhorities.
3. Do not dispose o.f volat[Ie wastes such as minera! spirits, oil or paint thinner in
storm or sanitary drains or saw�rs.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose ofnondegradable debris at aan approved solid waste disposal site or in an
alternat� manner approved by City and regulatory agencies.
CI1"Y OI' PORT WORTH 3Q22 Concrete Restorativn Contrect 1
STANDAR.d CONSTRUCTION SPECI�'CCATION DDCUM6NTS City Projec.t No. l D3445
Revised 1�i[y ], 2D] [
017423-3
CLEAI+FTNG
Page 3 of 4
6. Handie materials in a controlled manner with as few handlings as passible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this projeci.
8. Remove all signs of teinporary constructian and activities incidental to canstruction
oi required permanent Work.
9. If projeci is not cleaned to the sati.sfaction of the City, the City reserves the right to
have the cleaning completed at the expense afthe Con�ractor.
10. Do not burn on-site.
B. Iniermediate Gleaning during Coastruction
1. Keep Wark areas clean so as noi to hinder health, safety ar convenience of
personnel in existing facility operations.
2. At maximum weekIy intervals, dispose of waste materials, debris and ru6bish.
3. Confine construction debris dai�y ir� strategically located container(s):
a. Gover to prevent 6lowin� by wind
6. Store debris away froui constructian or operational activities
c. Haui from site at a miniinum of once per week
4. Vacauzzz clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaziing on an as-needed baszs, until Final Acceptazzee.
5. Priar to storm events, thoroughly clean siie of all loosa or unsecured items, which
may become airhorne oz' transparted by flowing water du.ring the storm.
C. Interior Fuaa] Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, �ingerprints, labeis and other
foreign materials from sight-exgosed surfaces.
2. Wipe al1 lighting fixture refIectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. PoSish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent fijters and replace ciisposable filters if units were operated
during constructian.
b. Clean ducts, blower5 and coils if units were operated without filters during
consiruction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop offica and control roo�n floors.
D. Exterior (Site or Right of Way} Finai Cleaning
1. Remove trash and de6ris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with SacYion 32 92 13.
2. 5weep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the f�ow of trafFic along the roadway.
3. Cl�an any interior areas including, but not limited ta, vaults, manholes, sttuctures,
junction boxes and inlets.
C1TY OI' k'ORT WORTH 2U22 Concrate Restoration Contract l
STAN�ARD CONSTRUCTIOlwI SPECIFICAT[O[�1 DOCiJMENTS Ciry Project No. 1 D3445
Revised Ju1y 1, 2Q11
017423-4
CLEAN3NG
Page 4 of4
4. If no longer required for rnaintenance of erosion facilities, and upon approval by
CiTy, remove erosion control frotn site,
S. Clean si�ns, lights, signals, etc.
3.I1 CLQSEOUT ACTIVITI�S [NUT USED]
3.12 PROT�CTIDN [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTiON
Revisi�n Log
DATE NAME SUMMARY OF CHANGE
C1TY OF F�RT WORTH 2D22 Cancrete Restvration Contract 1
5TANbARD COIVSTRUCTIO�T SPECIFICATTON DOCUMN;N"l� City Praject No. 103445
Revised 7uly I, 2011
o��7i�-i
CLDSEOU'1' REQUIItEMENTS
Page l of 3
1
2
S�C'I'ION 41 '�i 19
GLOSEOUT REQUIRENIENTS
3 PAR.T 1 - GINIItAL
4 I.1 SU1IM�IARY
�
7
8
9
10
lI
12
A. Sectian Includes:
1. The pracedure for closing aut a cantract
B. De�iat�ans from this City of Fort Worth Standard Speci�cation
1. None.
C, Related Specif'ication Seciions include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Con�ract Forms and Candations of the Coniract
2. Division 1—General Requirements
1.2 PRICE AND PAYMEIVT PROCIDUR�'�
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 REFERENCFS [NOT USID]
I7 I.4 ADMIlVISTRATTVE REQiTIRF.MINI'S
18 A. Guarantees, Bonds arrd Affidavits
i9 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, lieenses and affidavits required for Wor1c or equipment as specified are
21 satisfactori�y filed with tti� City.
22 B. Release af Liens or Claims
23 1. No application for final payment will be accapted unt�l satisfactory evidence of
24 release o�'liens has 6een subrnitted to ti�e City.
25 ]..S SUBMITTAL�
26 A. Submit all requ�red documentation to City's Projeci Representati�e.
27
28 l.d INF�RMATiONAL SUBII�IITTALS [NOT USID]
29
30 1.7 CLOSEOUT Si)BNIITTALS [N�T USID]
31
32
PART 2, - PRODUCTS [NOT USID]
C1TY OF FORT WORTH
STANIJA.RD CONSTRUCTION 5P6CIFTCATION DOCiJ�vIEN'I'S
Kevised M�ch 22, 2021
2022 Concrete IZestoration C.ontrxct 1
City Project No. ] 0344�
oi �� i9 -z
CL03T'OUT REQUIRENfENT5
Page 2 of 3
PART 3 - EX�CUTI ON
2 3.1 TNSTALLERS [NQT LTSED]
3 3.2 EXANII11iATI�N [NOT T7SED]
4 3.3 PREPARATION [NOT USID]
5 3.4 CLOSEOUT PROCIDiTR�
6 A. Prior to re�uesting Fi�al Inspection, submit;
7 1, 1'roject Record Documents in accoidance with Sectinn 0178 34
8 2. Operation and Maintenance Data, if required, in accordance with Sec�ion �178 23
9
10
11
12
13
I4
IS
I6
I7
18
19
20
21
22
23
24
25
�6
27
28
29
30
31
32
33
34
35
36
37
B. Prior t� requesting Final Insp�ction, perfarm final cleaning in accordance with Section
0174 23.
G. FinalInspection
1. After fnal cleaning, provide no.tice to the City Project Representative that the Woz•l�
is completed.
a. The City will make an initial Final Inspectioil with the Contractar present
b. Upon comp�etion a�this inspection, the City will notify ihe Cantractor, in
wri#ing vvithiti 10 husiness days, of any particulars in which this inspectian
reveals that the Work is defectrve or inco.mplete.
2. U�an receiving written notice from the City, immediately undertake the Work
required to remedy deficienc�es and complete the Work to the satisfaction of the
City.
3. The Right-of-way shal[ be cleared of all construction materiais, barricades, and
temporary signage.
4. Upon completion af Work associated with the items listed in the City's writ�en
notice, in�'orm the City that the reqti�reei Work has been completed. Upon receipt of
this notice, the City, in the presence of tl�e Contractor, will make a subsequent Final
Inspection n�the project.
S. Pravide all special accessorxes r�quired to place each item af equipment in full
aperation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the%rst lubrication ofthe equipment
c. Initial f� up of all chemical tanks and fuel tanks
d. Light buIbs
e. Fuses
f. Vault keys
g. Hat�dwheels
h. �ther �xpendab]e items as required for initial start-up and operatioii of all
equ.ipment
38 D. Notice of Project Completion
39 1. On�e the City Project Representative finds the Work subsequent to Final Tnspection
40 to be satisfactory, the City will issue allotice of Frojec# Completion (Green Sheet).
41 E. 5upporting Documentatian
CITY OF PORT WORTH 2D22 Coucrete Restoration Contract l
STAIVL)ARI? CONS"CRUCTION SPECIF[CATION DOCUIv1EiV'TS Csry YrojecE �Io. 103445
Revised Nlarch 22, 2021
017719-3
CLOSBOUT R�QU[REMENTS
Page 3 of 3
1
2
3
4
5
6
7
8
R
i0
11
12
13
14
IS
16
17
18
ls
20
21
22
23
24
25
1. Coardsnate with the City P�•oject Representati�e to eompletethe �oilowing
additianal forms:
a. Final Payment Request
b. Statement of ContractTirne
c. Affidavit of Payment and Release of Liens
d. Consent of Surety ta Final Fayment
e, Pipe Report (if required)
f, Contractor's Evaivatian of City
g. Performance Evaluation �f ContractQr
F. Letter of Final Acceptance
1. Upon review a.nd acceptance afNatzce of Praject Completion and Supporting
Dacurnentation, in accordat�ce with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request far paymer�t.
3.� REPATR 1 RESTORATION jNOT USED]
3.G RE-INSTALLATI�N [NOTIISID]
3.i FIELD �oR] SI'TE QilALITY CONI120L jNOT USED]
3.8 5YS'1'EM ST.ARTUP [NOT IISID]
3.9 AD.7USTING �NOT USID]
3.10 CLEANING [NOT IISID]
3.11 CLOSEOUT ACTIVITirS [NOT USID]
3.I� PR�TECTION [NOT USED]
3.13 MAINTI�;NANCE [NOT USID]
3.14 ATTACiIlVIEN'I� [NOT USID]
IND OF SECTIUN
Revision Log
DA"1"E NAME SUMMARY O�' CHANGE
3/22/2021 M Orr�en 3.4 C. Added language ka olarify and emphasize requizement to "Clearing ROW"
26
CITY OF FORT WOR'T'H
STANDARi� CONSTRUCTIQN SPHCIFICATION QOCUMBNTS
Revised March 22, 202]
2022 Concrete Restoration Contract l
City Aroject No. 1034�45
a1�s23-i
OPERATION AND MAINTENANCE I3ATA
Page l of 5
�ECTION Ol 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GEIVERAL
1.1 SUMIWIARY
A. Section Includes:
I. Product data and relatad infarmation appropriate for City's maintenance and
op�ration of products furnished undar Contract
2. Such products may include, b.ut are not limited to:
a. Tra�'fic Cnntrallers
b. Irriga#ion Cantrollers (to be operated by fhe City)
c. Butterfly Valv�s
B. Deviations fram this City of Fort Worth Standard Specif cation
1. None.
C. Related Specification 5ections inc]ude, but are nat necessarily [imited fn:
1. Division 0— Bidding Requirements, Contract F'orms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYM�NT PROC�DURES
A. Measurement and Payrt�ent
1. Work associated vt+ith this Item is considered subsidiary to the various Items bid.
No separate payment will b� allowed for this Item.
]..3 REFERENCES [NOT USED]
1.�4 ADMINISTRATIVE REQUIREMENTS
A. Schet�uIe
1, Submit manuals in iinal forin ta the City within 3D calendar days of produci
shipm�nt �o the praject site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section O l 33 DO . All submittals shall be
approved by the City priar to delivery,
1.6 INFORMATIONAL SUBMITTAL�
A. S�ibmittal Form
I. Prepare data in form of an instruotional manual for �ise by City personnal.
2. Fnrnriat
a. Size: $%z inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Hales reinfarced with plastic, cloth or metal
e. Text: 11rlanufactux'e�''s printed data, or neatly typewritten
C1TY OF FORT WdRTH 2O22 Concrete Reskoration Contract l
STANDARD C�NSTRUCTION SPECIFLCATION DUCUMENTS City PrajeCt No, 1Q3445
Re�ised I]eeember 2D, 2012
at �az�-z
OPERATIdN AN17 MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reint'arced punched binder tab, bind in with text
2} Reduce larger drawings and fold to size of tex# pages.
e, Provide f!y-leaf%r each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major companent parts oi
equipment.
2� Provicie ind��ed tabs.
f. Co�er
1) Identify each volume with typed or printecf titIe "OPERATING AND
MAII�ITENANCE INSTRUCTIONS".
2) List:
a) Title af Prolect
b) Identity of separate strLtctura as applicable
c} Identity of general subjeci matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multipla binders �re used, correlate the data into related cor�sistent
groupings.
�4. If at�aijable, provide an electranic farm of the O&M Manual.
B. Manual Cont�nt
Neatly typewritten table of contents for each �olume, arranged in systematic arder
a. Contt`actor, name of respnnsible principal,. address and Yelephone nu�nber
b. A iist of aach product required to be included, indexed to content of the volume
c. T.ist, with each product:
J) The name, address and telephone number of the subcontractor or installer
2j A list of each product required to be included, indexed to content nf the
vol ume
3) Identify area of responsibility oieach
4) Local source of supply far parts and replacernent
d. Identify each product by product �ame and ather identifying symbols as set
farth in Contract D4cuments.
2. Produc# Data
a. Include only ti�ose sheets which are pertinent to the specific praduct.
b_ Annotate e�ch sheet to:
1) Cleariy identify specific product or part installed
2) Clearly identify data applicabl� to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement praduct data with drawings as necessary to clearly illustrate:
1} Relations of component parts af equiprrient and systams
2) Control and flow diagrams
h. Coordiz�ate dxawings with infarmation in Project Record Docu�nents to assure
correct illustration of completed installation.
c. Da not use Project Record Drawings as rnaintenaz�ce drawings.
4. Written text, as required to supplement product data for the particular installation:
a. �rganize in consistent �ormat Under separate headings for different procetiures.
b. 1'rovide logica� sequence af instructions of each procedure.
CTl'Y dF POIZT WQRTH 2fl22 Conceete RestoraYion Contraef ]
STAIYD�IRD CDNST[2UCTION SP�CIFICATTON 170CLTMENT3 City Project TFo. 103445
Revised December 20, 2Q12
O17823-3
dP�RATION ANI] CJAINTENAIVCE I}AT/�
Yage 3 af 5
5. Copy of each wareanty, bond and servie� eontract issued
a. Pro�vide information sheet fbr City personrtel giving:
1) 1'raper procedures in event of failur�
2) Instances which might affeet validity of warranties nr bands
C. Manuat for Materials at�d Pinishes
1. Submit 5 copies of comple�e manual in fmal farm.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on prodLtets
1) Catalognumber, size, eQinposition
2) CQIor and text�tre designations
3) Information required for reardering special manufactured products
b. Instructions for cate and maintenance
1) Manufactuz'er's recommendation for types of cleaning agents and methc�ds
2) Cautions agair►st cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and rnaintenance
Cor�tent, fot moistu.re prntection and weather expasure products:
a. Manufacturer's data, giving full information on producis
1) Apglicable standa�rds
2) Cheznical composiiion
3) Details af installatian
b. Instructians fnr inspectian, maintenance and repair
D. Manual for Equipment and 5ysf:ems
1. Submit 5 copies of campl�te manual in fina] farm.
Content, for each unit of equipmeni and system, as appropriate:
a. Description of unit and camponent parts
I) Function, normal operating characteristias and limiting conditions
2} Perf.ormance cur�es, engineering data arid tests
3} Comple#e nomenclature and commercial number ofreplaceabie parts
b. Operating procedLires
l) Start-up, break-in, routine and normal operating instructions
2) Regulation, cantrol, stapping, shttt-down and einergency instructions
3) Summer and wint�r operating instructions
4) ,Special operatin� insfructions
c. Maintenance procedures
lj Routine operations
2) GuicEe to "trou6le shaoting"
3) Disassembly, i•epair and reassembly
4) Alignme�t, adjusting an�l checking
d. Ser�icing and l�,�brication schedu�e
1} List of lut�rieants required
e. Manufacturer's printed operating and maintenance instructions
f, Deseriptian af sequence of operation by contral man�facturer
1) PredicYed Iife of parts subj�ci to wear
2) Items recommended to be sfocked as spare parts
g. As install�d controf diagrams by contrnls nnanufacturer
h. Each contractor's coordination drawings
1) As install�d color coded piping diagrarns
CTTY OP FORT WORTH 2OZ2 Conerete Restoration Contract L
ST�tNDARD CON3TRUCTION SPECIFICATION i70CUMENTS City Projeet Na. 103445
Revised Decemher 20, 2012
017823-4
OPBRATION AND MAINTENANCE bA`1'A
Page4af5
i. Charts of valve tag numbers, with locaiion and iunction af 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 anci electronic system, as appropriate:
a. Description of system and component parts
I} Funckion, narmal operating characteristics, and limiting conditians
2} Per�ormance curves, engineering data and f�sts
3) Compjate nomenclature and cominercial �umber of replaceable pat�s
b. Circuit directories ofpanelhoards
1) �lectrical service
2) CQntrols
3} Communications
c. As installed coiar coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences requ�red
3) Special operating instruciions
e, Maintenance procedures
1) Routine aperatinns
2) Guide to "trouble shooting"
3) Disassembly, repau' and reassembly
4) Adjustment and checking
f. Manufacturer's printed aperating and maintenance instructions
g. List of original znanufacturer's spare parts, manufacturer's current priees, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent S�ctions of Speci�ications
4. Prepare and include additional data when the need �ar such data becomes apparent
during insiruction of City's personnel.
l..i CLQSEOUT SUBMITTALS [NOT USED]
1.8 MArNTENANCE MATERIAL SUBMITTALS [NOT jTSED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnal with the fallo.wing criteria:
1. Trained and experienced in maintenan�ce and operation of described produ�ts
2. 5killed as technical writer to the extent required to communicate essential dafa
3. Skilled as draftsman campetent to prepare requir�d dz'awings
CiTY OF PORT WORTH 2O22 Concrete itestoration ContracE !
S'TANI]ARD CONSTEtUCTI4N SPCCII'fCATI�N DOCUME1ViS City Praject IVo. ] 03445
Revised I)ecernher 2D, 2012
017823-5
OPERATION AIVI] MAIN'['ENANCE DATA
Page S of 5
].10 DELIVERY, STORAGE, AND HANDL�NG [NOT USED]
Lll FIELD [SIT�] CONDITIONS [NOT USED]
1.�2 WARRANTY [NOT USED]
PART Z - PRODUCTS [NOT USED]
PART 3 - EX�CUTxON [NOT US�D]
END OF SECTION
Revision Lag
DA'T� NAME SUIv1MARY OF CHANG�
8f31/2D12 D. Johnson LS.A.1 —titie af section removed
CITY OF �ORT WdRTH 2422 Concrete Restnratian Contract 1
STANpARD CQNSTRUCl7UN SPECIFICATION DOCUIv1�NTS City Project Nq, 1034A5
Revised Deecmber 20, 2a 12
O17839-1
PAOJECT RECORD 170CUMENTS
Page 1 oi4
SECTxON 01 '�S 39
PROd�CT RECORD DOCUMENTS
PART1- GENERAL
1.1 SIIMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to projecf
documents, including:
a. Record Dravtrings
b. Water Meter Service Reports �
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City af Fort Worth Standard Specification
l. None,
C. Related Specification Sectians include, but are not n�cessarily limited to:
1. Division 0—�idding Requirements, Contt'act Forms and Conditions of the Contract
2. Division I— General Requirements
1.2 PRICE AND PAYMENT PROCEDUR�S
A. Measuresnent and Payment
i. Work associated with this Item is cozasidered subsidiary to the various Items bid.
No separate payme�t will be allowed foz' this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIItEMENTS [NOT USED]
1.� ST7BMITTALS
A. Frior to subrnitiing a request for Final Tnspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBM�TTALS [NOT USED]
1,7 CLDSEOUT SIISM�TTALS [NOT USED]
1.8 1VIAINTENANCE MATERIAL SUBIVIITTAL� �NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thnroughly coordinate chan�es wiYhin the Reeord Documents, rnaking adequate
and proper entries on each page of Specifications and each sh�et of Drawings and
other pocuments wher.e such entry is required to show the change properly.
2. Accttracy of records shall be such that future search for items shown in the Contract
Docutnents may rely rexsonably on infortnation obtained from fhe approved Project
Record D�cuments.
C1TY OF FORT WORTI-I 2�022 Concrete Etestnration Cont�act l
STANDAILD GON57'RUCTION SP�CTFCCATION DOCUMENTS City Praject ]+io. ] 03445
Revised duEy 1, 2011
O17839-2
PROJECT RCCflRD DdCUMEAITS
Page 2 oi4
3. Tp facilitate accuracy of records, make entries within 24 hours a�er rec�ipt of
info.rmatian that the ehange has occurred.
A-. Pravide faetual it�formation regarding all aspacts of the Work, bath concealed and
visible, to enable future modi�cation of the Work to proceed without lengthy and
expensi�e site measurement, investigatio:n and examination.
1.1Q STORAGE AND HANDLING
A. �tarage and Handling Requirements
1. Maintain the job set of Record Documents comple#ely protected frorn deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the tinal Project Record Doc�ments..
2. In the event of ]oss of recorded data, use means necessary to again sec��re the data
to the City's approval.
a. In sucla case, provide replacements to tlae standards origina[ly required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIDNS [NOT USED�
1.12 WARRANTY [NOT USED]
PART2- PRODUCT�
2.1 OWNER-F[TRNISHED [nx] OWNER-�IIFPLIED PRODUCTS [NOT LTSED]
2.2 R�CORD DOCUMENT�
A. Jab set
1. Promptly follnwing receipt of the Notice to Proceed, secure froi� the City, at no
charge to the Contractor, 1 compfete set of a�l Docurr�ents comprising the Gontract.
B. Fina1 Record Docum�nts
1. At a time nearing the campletion ofthe Work and prior to Final Inspection, provide
the City 1 complete set of aIl Final Record Drawings in tha Conteact.
2.3 ACCES�ORI�S [NOT USED]
2.4 SOURCE QUALITY CQNTR�L [NOT USED]
PART 3 - EXECUTION
31 �NSTALL�RS [NOT iTSED]
3.2 EXAMINATION [NOT USED]
3.3 pREPARATION [NOT USED]
3.9 MAINTENANCE DOCUMENTS
A. Maintenanee af .Iab Set
�. Immediately upon receipt of the j ob set, identify eacl� o� the Documents with the
titla, "RECORD DOCUMENTS - JQB SET".
CTTY OF FOItT WQRTEI 2022 Concrete Restoration Contract l
STANDARD CONSTRUC'IION SPECIFICA'I'ION DOCiTMENTS City Project No. l Q3A45
Revised July l, 2011
O17839-3
FROJECT RECdR� DOCLTI�fE]+FTS
Page 3 nf 4
4.
S.
2. Pres.ervation
a. Cansidering the Contract completion t1me, the proba6le number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under vt+hich these a�tivities v�rill be perfonned, devise a
suitable method %r protacting the jab set.
b. Do not �se the job set far any purpose except ent�y af new data and for review
by the Ciiy, until start of lransfer of data to iinal Project Record ]aoc�tments.
c. Maintain the job set at the site of wark.
3. Coordination with Construetion Survey
a. At a ininimuxn�, in accordance t�vith the intervals set forth in Secfion 01 71 23,
clearly mark any deviations from ContracY Dacuments associated with
installatian of the infrastructure.
Making entries on Drawings
a. Record any deviations from Contract Documents.
Y�. Use an erasabla coiored pencil (not ink ar indelible pencil), clea.rly describe the
change by graphic line ar►d note as required.
c. Date all entries.
d. Ca11 attention to tk�e entry by a"cloud" drawn around the area or areas affected.
e. ln the event of overlapping changes, use different colors for the overlapping
changes.
Conversion of schematic layouts
a. In sazrae cases on the Drawings, arrar►gements of canduits, circuits, piping,
ducta, and similar items, are sltnv,+n schematically and are not intended �o
portray precise physical layout.
1) �inal physical arrange�nent is determined by t3ae Cont�actor, subject to the
City's approval.
2) However, design af future modiiications of the facility may requrtre
accurate information as to the fnal physical layout of items whic� are
shpwn only schemaiically on tne Drawings.
b. Shaw on the j ab set of Record Drawings, by dimension accurate tn within 1
inch, the centerline of each ititn of items.
1) Final �hysical az'rangement is determin�d by the Contractor, subject to the
City's approvai.
2} Sliow, by sytrzbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make aII identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requiremenis for conversion of sehematic layauts
where, in the City's judgment, conversion serves no useful purpose. However,
do not reIy upon waivers being issued except as specifically issued in writing
by the City.
B. �'i.nal Project Recard Dacuments
1. Transfer of data tn Drawings
a. Carefiilly transfer change data shown on the j ob set af Record Drawings ta the
corresponding final documents, coordinating the changes as required.
b. Cleat'ly indicate at each affected detail and other Drawing a full description of
claanges made during construction, and the actual Iqcation of items.
CITY dF FORT WORTI-I 2022 Cancrete Restoration Contract 1
STANDARI3 CQ�VSTRUCTION SPECIFICATION DOCl1MEI+ITS City Project No. 103445
Rcvised duly 1, 2Q l I
O17839-4
PROJECT 12ECORD DqC[]MENTS
Page 4 oF4
c. Call attention to eac11 entry by drawing a"cloud" aa•ound the area ar areas
afFected.
d. Make changes neatly, consistently and with fhe proper media to assttre
longevity and clear r�:produetion.
2, 7"ransfer of data to other poeuments
a. If the Documents, other than Drawings, have been kept clean dt�ring progress of
th� Work, and if entries ther�on ha�e been orderly to the appro�ai of the City,
the job set of thase Documents, nther 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
Do.cument from the City at the City's usual charge for reproductian azad
handIing, and carafully transfer the char►ge data to the new copy to the approval
oi the City.
3.5 R.EPAIR / RE�TORATI�N [NOT iISED]
3.G RE-INSTALLATION jN4T USED]
3.7 F�ELD (ox] SITE QUALITY CaNTROL jNOT US�D]
3.8 SYSTEM STARTUP [N�T USED]
3.9 ADJUSTING [NOT USED]
3.10 CL�ANXNG [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTIQN �NOT U�ED]
3.I3 MAINTENANCE [N�T US�D]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Re�isian I,o.g
DATE NAIV� Si.TMNIARY OF CHANGE
CTTY OF FdR`f WOR7'[-I 2022 Conerete Restora4ion Canttact l
STANpARI) CD�'STRlICT]ON SPECIFICAT[OT�' DOCUMENTS City Projeat I�io. 103445
Revised duly 1, 20l 1
321123-1
E'LE3CIBLE B,�SSE, CQURSCS
Page l af 7
s�cT�oN �211 z�
F�.�XIBLE BASE COURS�S
PART1� GENERAL
1.1 SUMMARY
A. Section Includes:
Foundation course for surface co.urse or for other base course composed of flexible
base constructed in one or mo.re courses in conformity w.ith the typical section.
B. Deviations from this Ci�y of Fort Worth Stanciard Specification
1. None
C. Ralated Specification Sactians incIude, but are nat necassarily limited to:
1. Division 4— Bidding Requirements, Contraci Forms, and Conditions of the
Contract
2. Division I— General Requirements
1.2 PRICE AND PAYMENT PROCED�TRES
A. Measurement and Payment
1, Measurement
a. M�asurem�nt for this Item will be by the sguare yard of Fle�ible Base Course
for various:
I) Depths
2) Types
3) Gradations
2. Payment
a. The work pe:rforrned and materials fu rni5hed in accordance with this Item and
measured as provided under "Measuremeni" will be paid for at the unit price
6id per CUBIC yard of Flexible �ase Course.
3. The price bid shall include:
a. Preparation and correction �f subgrade
b. Furnishing of material
c. Hauiin�
d. Blading
e. Sprinkling
f. Cornpacting
1.3 REFERENCES
A. Definitions
1. RAP — Recycled Asphalt �'auement.
B. Reference Standards
1. Re%rence sta�dards cited in this specification refer to the current reference standard
published at the time of the latest revision ciate lagged at the end oithis
specification, unless a date is specifically cited.
2. ASTM Intarnational (ASTI1�:
CIT`Y OF FdRT WQRTH 2D22 Concrete Rest.�ration Contract l
STANDARD CONSTRi7CT1p�T SPECIFICATION DQCLJMENTS Cily ProjectNn. k43445
Ravised December 20, 2012
3z i� a3 -2
FLEXIl3LE BASE COURSES
Page 2 of 7
a. D698, Startdard Test Methods for Laboratory Compaction Cha��acteristics of
5oil Using Standard Effort (12 �00 ft-lbf/ft3 (600 kN-m/m3)}
3. `I'exas Department of Transportation (TXDOT):
a. Tex-104-E, Determining Liquid Limits of SoiIs
b. Tex-106-E, Galculating the Plasticity Index af Soils
c. Tex-10 /-E, Determining the Bar Linear Shrinkage of Sails
d. Tex-110-E, Particle Size AnaIysis of Soils
e. Tex-1 ] 6-E, Ba�l Mill Method for Determining the Disipte�ration of FIexible
Base M�.terial
f. Tex-I 17-E, 'I'riaxial Compression for Disturbed Soils and Base Materi�ls
g. Tex-411-A, Soundness of Aggregate Us3ng Sodium Sulfate or Magnesium
Sulfate
h. Tex-413-A, Detaranining I3e[eterious Maferial in Mineral Aggregate
1.4 ADMINISTRATIVE REQUII�MENTS [NOT U�ED]
1,5 ACTION SUBMITTAL� [NQT USED]
1.6 AC�'ION SUBMITTALS/INFORMATIONAL SCIBMITTALS [NOT USED]
1.7 CLQ�EOTI'T SUSMITTALS [NOT USED]
1.8 MA�NT�NANCE MATERiAL SUBMITTALS [NOT USED]
I.9 QUAL�TY A�SIIRANCE [NOT USED�
l.l{} DELIVERY, STQRAGE, A1ND FIANDLTNG [NOT USED]
1.].I FIELD [SITE] CONDITIONS [NOT USED]
112 WARRANTY [NOT �C7SED]
PART 2 - PRODUCTS [NOT USED]
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
2.2 MATERIALS
1�. General
1. Furnish uncontaminated materials of uniforrn quality that meet th� requirements of
the Drawings and speci�cafions.
2. Obtain materials fro�ra approved sources.
3. Notify City of changes to mater�al sources.
4. The City may sampl� and test pi•oject inateria[s �t any time before com�action
throughout the duratian of the project to assure specifcation compliance,
B. Aggregat�
1. �'urnish aggregate of the type and ��ade shown on the Drawings and conforrning to
the reqti�irements of Table 1.
2. Each source nraust meet Table I requirements for liquid limit, plastiCity index, and
wet ba11 mill far th� grade specified.
3. Do not use acEditiv�s sueh as but not lim�ted ta lime, cement, or fly ash to modify
a�gregates ta meet the requirements of Table 1, unless shown on the Drawings.
errY or FORr wou�rx 2022 Cvncrete Restoration Confracf 1
STAI�iDr1R]J CQNSTRUCTION SPECIFICP.TIUAI DOCUMENTS City Praject Na. ]034qS
Revised Denember 20, 2012
321123-3
P'LEXIBLE BASE CdUR5E5
Page 3 of 7
Table 1
Material Req�i
Mastar gradation sieve
size {% retained)
2-112 in. --
1 I Gr,ade 2
1-314 in. 0 0-10
��g � Tex-1 14-E 1�35 —
318 in. 3�50 —
Na.4 45�5 45 75
No.40 7�85 6a--BS
Li uidlimit,%max.' Tex-lOa-E 35 40
P[a�kiCi index, max.' Tex-106-8 10 i2
Wet hall mill, % max.z 40 4S
Wet ball mill, °7o max. Tex-1 l6-E
inerease passing the 20 24
TIa. 40 sieve
Min. compressive
strength',psi T�.���_g
]ateral pressure 0 psi 45 35
later�{ pressure 15 psi 175 175
1. DeCerntinc plastic index in accordance with Tex-]07-E (linear
shrinkage) when liquid limiE is unaitainable as defined in
Tex-104-�.
2. When a soundness value is re�uired by the Urawings, test
material in accordance with Tax-411-A.
3, Meet bath the ciassi�catian and the minimum compressive
strength, unless otherwise shnwn on the Drawings.
�4. Material Tolarances
a. The City may accept material if no more than 3 of the 5 rztost recent gradation
tasts has an individual sieve outside the speci�ied limits of the gradation.
h. Wlaen target grading. is required by the Drawings, no single failing test may
exceed the master grading by more than 5 percentage poznts on sieves No. 4
and la.rger or 3 percentage points an sieves sr�taller than No. 4.
c. `I'he City may accept material if no more than 1 of the 5 most reeent plasticity
index tests is outsida the specified limit. No sing�e failing test may exceed tha
allowable limit by more than 2 points.
5. 1VIat�;ria1 Types
a. Do not use fillers or binders unless approved.
b. Furnish the type specified on the Drawings �n accordance with the following:
1) Type A
a} Crushed stone produced and graded frnm oversize quarried aggregaie
that originates from a single, naturally occurring source,
b) Do not use gravel or multiple sourc�s.
2) Type B
a) Only far use as base material for tertaporary pavement repairs.
b) Do not exceed 20 percent RA1' by weight uniess shown o� Drawings.
3) Type D
a) Type A material or crushed concrete.
b) Crushed concrete containing gravel will be considered Type D
znaterial.
CITY QF FORT SWaRTH 2O22 Concrete Reskaration ConEracE 1
STANDARD CONST7tUCTION SPECIFICATION DOCUMEN�'S City Project No. 103445
Revised December 2D, 2012
321123-4
FLE7CIBLE BASE CpURS�S
Page 4 of 7
c) The City may require sepazate dedicated stockpiles in order td verify
compliance.
d} Crushed cflnct•ete must xneet i-he foIlowing requirements:
(1) `I"able 1 for the grade specifiad.
(2) Recycled materials must be fi•ee frotn reinforcing steel and other
objectionable material and have at most I.5 percent deleterious
maferial when tested in accordance with TEX-413-A.
G. Water
I. Furnish water free of industrial wastes and other objecfionable matter,
2.3 ACCES�ORIES [NOT iTSED]
2.4 SOC�RCE QUALITY CONT`ROL �NaT US�Dj
PART 3 - E�ECUTION
3.1 INSTALLERS iNOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATYQN
A. General
I. Shape the subgrade or existing base to conform ta the typical sectlons shown on the
Drawings or as directed.
2. When new base is required to be niixed witi� existing base;
a. D�liv�r, place, and spread the new f�exible base in the required amount.
b. Manipulate and thoroughly mix the new 6ase vvith existing materia[ to provide
a tmiform mixture to the specifiad depth before shaping.
B. Subgrade Compaction
1. Proof rol! the roadbed befare pulverizing Qr scac7fying ira accordance with the
following.
a. Proof Rolling
1) City Project Representative must be on-site during proof roIling operafions.
2) Use equipment that will apply sufficient load to identify soft spots that eut
or pump.
a} Acceptable equipment includes fully ]oaded single-axle water t��uck
with a 1500 gallon capacity.
3) Make at Ieast 2 passes with the proof roller (down and back — 1 pass}.
4) Offset each trip by at most I tire width.
5) If an unstable or non-Liniform area is found, cnrrect the area.
b. Correct
1) Soft spots that rut or pt�mp gre�ter than 314 inch
2) Areas that are unstable or nan-uniforin
2. Tnstallation of base material cannat proceed until compacted subgrad� approved by
the CiYy.
3.4 INSTALLATI�N
A. General
CITY OF FORT WORTFI 2022 Concrate Rcstoration Contract l
51't�ND.ARl] CONSTRUCTIQN SPECIFiCAT[�N DOCUMENT5 City Project i+Io. l D3445
Revised December 20, 2012
321123-5
FLEXIgLE BA5E COUR5E5
Page 5 oF7
1. Construct each layer unifarmly, free of laos� or segr�gated areas, and with the
required density and moisture content.
2. Provide a smoot� surface that canforins to the typical sections, lines, and grades
shvwn on the Drawings or as direc#ed.
3. Haul approved flexible base in clean, covered frucks.
B. Equiprnent
L Ge�nera!
a. Fro�ide machinery, tools, and equipment necessary for proper execution of the
work.
2. Aollers
a. The Contractar may t�se any type of roller to meet the production rates and
quality requirements of the Contract unless otherwise shown on tne Drawings
or directed.
b. When specific types of equipment are required, use equipment that nae�ts the
specif►ed requirements.
c. Altemate �auipment.
I) Instead of the specifed equipm�nt, the Contractor may, as approved,
operate ather cori�paction eguipment that produces equivaIent resuits.
2) Discontinue the use of the alternate squipment and iurnisla the specified
equipment if the desired results are not achieved.
d. City may require Contraetor to substitute equipment if productian rate and
quality requi.rements of the Contract are not met.
C. Placin.g
1. Spread and shape flexible 6ase into a uniform layer by approved means the same
day as delivered Llnless othervvise approved.
2. Place material such that it is tnixed to minimize segregatioaa.
3. Construct layers to the ihickt�ess shown on the Drawings, while maintaining the
shape of the caurse.
4. Wnere subbase or bas� colu�se axceeds 6 inehes in thickness, construct in 2 or mnre
courses of equal thickness.
5. Minim�m lift depth: 3 it�ches
6. Control dust by sprinkling.
7. Carrect or replace segregated areas as directed.
8. k'jace successive base courses and finish courses using the same construction
methods required for ihe �rst course.
D. Compaction
1. General
a. Compact using density control unless other�vise shown on the Drawings.
b. Muitiple fifts are permitted when shown on the Drawings or approved.
c. Bring each layer to the moisture content direated. When necessary, sptinkle the
rnaterial to the e�ent necessary to provide not less than the required density.
d. Cam.pact the fuII depth of the subbase ar base to the extent nec�ssary to remain
firm and stable under construction equipment.
2. Rall.ing
C[TY OF FdRT WORTH 2�22 Conerete Restoration C.ontract l
STt1NDAli]7 CONSTRi1CTIaN SPECIFICATTOI�i DOCUMSNTS City Project 1+Io. ! D3�445
Aevised Deeember 20, 2012
32I123-6
RLEXi[3LE BASE COLJl�S�S
Page 6 of7
a. Begin rolling longitudinally at the side� and pz'oceed towards the center,
overlapping on s�ccessive trips by at least ll2 the width of the roller unit.
b, On superelavated curves, begin rolling at the Iow side and prngress toward the
high side.
c. Offset alternate trips of �h� roller.
d. Operate rollers at a speed between 2 and 6 mph as directed.
e. Rework, recgmpact, and re�nish material that fails to rneet ar that loses
r�quired moisture, density, stability, or finish before the next course is placed or
the project is accepted.
f. Continue �vork until specification requirements are met.
g. Praof roll tlae Compacted flexible base in accardance v,�ith the following:
1) Praof Rollin�
a) City 1'roject Representative must be on-site during proof rolling
op�rations.
b) Use equipinent that wilE apply sufficient ]oad to identify soft spots tha�
rut or pump.
(l) Accaptable equipinant includes fully loaded single-axle water truck
with � I500 gallon capacity.
c) Make at least 2 passes wi#h the proof roller (down and back = 1 pass).
d} Off��t each trip by at most 1 tire width,
e} If an unstable or non-uniform area is found, co.rrect the area.
2} Correct
a} SQft spqts that rut or pump g.reater than 3/4 inch,
b) Areas that are unstable or non-unifarm.
Talerances
a. Maizatain the shape ofthe course by b�ading.
b. Completed suriace shall be smooth and in cs�nfqxmity with the fypical sections
shown an tlye Drawings to the establis�ed lines and grades.
c. For subgrade beneath paving surfaces, correct any da�+iation in excess of 11�
inch in crass section in length greater than 16 feet measured �ongitudinally by
loosening, adding or removing material. Rashape and recampaci by sprinkling
and rolling.
d. Correct all fractures, se�ilement or se�regation immediately by scari�ing the
areas aifected, adding 5uitable material as required. Reshape and recoinpact by
sprin.kling and rolling.
e. Should the subbase or base course, due to any reason, ]ose the required
sta�ility, density and finish before the surfacing is compl�te, it shall be
recompacted at the sole expense of the Contractar,
Density Control
a. Minimum Densify; 9S percent compaction as determined by ASTM D698.
b. Moisture cantent: minus 2#o plus 4 of optimt�m.
E. Finishing
1. After completing eompaction, clip, skin, or tight-blade the surface with a
maintainer or subgrade trimrner to a depth of approximately 1/4 inch.
2. Remove laasened material and dispose of it at an approved location.
3. 5ea1 the clipped surface immediately by rolling with an appropriate size pneumatic
tire roller until a smooth surface is attained.
4, Add small increments of water as needed during rolling..
C1TX O�' FQAT VJORTH 2O22 Cnncrete 12�storation Contract 1
STANDAItD CONSTRUCTION SYE('_[FICATION DOCUMENTS City Project No. 1 �3445
[tevised December 20, 2012
32!]23-7
F[.�XISLE BASE COURSES
Page 7 of 7
5. Shape and mainta.in the coursa and surface in confo:rmity with the typical sections,
line�, and grades as shown an the Drawings or as directed,
6. In areas where surfacing is to be placed, correct grade deviations gteater t11an 114
inch in 16 feet measured longitudinaIly or greater than 1/4 inch over the entire
width afthe cross-seciion.
7. Correct by loosening, adding, ar removing material.
&. Reshape and recompact in accordance with 3.4.C.
3.5 REPAIRIRESTORATION [NOT LTSED]
3.6 RE-INSTALLATiQN [NOT US�D]
3.7 QIIALZTY CONTROL
A. Density Test
I. City to measure density of �Iexib�e base course.
a. Notify City Ptoject Representative when flexrble base ready fot density testing.
b. Spacing directed by City (i per biock minimum).
c. City Project Representative determines lacation of density testing.
3.8 SYSTEM STARTUP [NUT U�ED]
3,9 ADJ[]�T]NG [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIE� [NOT USED}
3.12 PROTECTXON jNOT US�D]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END O� SECTION
Revisinn Lag
DATE NAME SUMMARY OF CHANGE
CITY OP F'ORT WQRTH 2O22 Conerete RestoraYion Confract l
STA%IDARD CpNSTRUCTION SPECIF[CA'i7dN I]OCLTMENTS City Project Na. 103445
R,ev'rsed December 2U, 2Q 12
32I3�0-1
CONCRET� SIDEWALKS, DRIV�WAYS AND B?.EtRI�R FAEE R AMPS
Page l of G
E
SECTION 3� 13 ti0
CONCRE'I`E SIDEWALKS, DRIVEVVAYS AND B�RIER FREE RAMPS
3 PART 1 - GF�2AL
� _ 1►I111 : :
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S
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A. Seciion IncIudes:
1. Concreteside�alks
2. Driveways
3. Barrier free ramps
B. Deviations from this City ofFort Woz•th Staridard Speciftcation
I , Nnne.
11 C. Related Specification Sections include, but are not necessa.rify limited to:
12 1. Dtvision 0- BicEding Requiraments, Contract Forms, and Canditions oithe Contract
13 2. Division I- Creneral Requirements
i4 3. Section 02 41 13 - Selective Site Dezn olitinn
t5 4. Section 32 ] 3 13 - Concrete Paving
I� 5. Section 32 13 73 - Concrete I'aving Joint Sea�ants
17 1.2 PRICE �ND PAYMIIV I' PROCEDLIRES
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3$
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44
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A. Measur�ment and Payment
I. Concrete Sidewalk
a Measurement
1} M�asL�rement far this Itetzz shall be by the square foat af ooznp[eted and
accepted Concrete Sidewalk [n its %nal position far various:
a} Thicknesses
b} Types
b. Payment
1) The work perfarmed and materiaEs furnished in accordance with this Ttem
and measured as prouided under "Measurernent" vcrill be paid for at the unit
price bid per squar� fnot of Concrete Sidewaik.
c. The price bid sha11 include:
1) F�cavating and preparing the subgrade
2) Fu�•nishing and placing all materials
2. Concreta CUrb at Ba.ck of Sidewalk (6 to i2 inch max)
a. Measurement
1} Measurement far thi� Itein shall be by the linear foot of cnmpleted and
aceepted Concrete Cwrb at the Back ofSidewalk within the 6 tn 12 inch c urb
height at back of walk in its final pasitiqn.
b. Payment
1) The work perfortned and materials furnished in accordance with this Item
and rneasured as provided under "Measurerzzent" will be paid for at the unit
price bid per linear %ot of Conc.rete Curb ai the Back of Sidewalk.
c. The price bid shall include:
1} Exca�vating and preparing the sub.grade
C1TY OF FORT WORTH 2O�2 Cancrete Restoration Cont�act 1
3TANDARD CONSTRUCTION SPECIF'ECATION DqCi1MENT5 City Project No. 103445
ftevised April 29, 2021
32 l3 20 - 2
C�NCR�TE SIDEWALKS, DIZIVEVST.4Y5 AND BARRIER PRCE R.AMP5
Page 2 af 6
2) Furnishing and placing all materfals, including concrete and reinforcing
steel
3) Excavation in back oi"retaining" curb
4) FurnisF�ing, placing, and compacting backfilI
b
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3. Concrete Driveway
a. Measurement
1} Measurement for this Itern shall be by the square foot af cornpleted and
accepted Concrete Drive�vay in its �nal position far various :
a) Thicknesses
b) Types
2) Dimensions wi11 be taken from the back oi the projecied curb, including the
area of the cutb radu and will extend ta the limi�s speciFied in the Drawings.
3) Sidewalk portion of drive will be included in driveway measurement.
4} Curb on drive will be included in the driveway measurement.
h. Payment
1) The work performed and materials furnished in accordance with ihis Item
and tneasured as provided under "Measurement°' will be paid fQr at the unit
price bid per square foot af Conc.rete Driveway.
c. Tne price bid snall include:
1) Excavating and preparing the subgrade
2) Furnishing and placing all inaterials
4, Barr�er Free Ramps
a. Measurement
1) Measurement for th�s Item sha11 be per each Barrier Free Ramp cornp�eted
and accepted for various:
a) Types
b. Payment
1) The work �erfarmed and materials furnished in aceordance with this Item
and measured as provided under "Measurement" will bepaid for at the Unit
price bid per each "Barrier Free Ramp" installed.
c. The price bid shall include:
�} Excavating and preparivagthe subgrade
2} Furnishing and placing all materials
3} Curb Ramp
4) Landing and detectable warning surface as shown an the Drawings
5) Adjacent £lares or side curb
6) Concr�te gutter width along ramp opening
7) Doweling intn adjacent cancrete pavement, 'rF app�icable
39 1.3 REFERINC ES
40 A. Abbreviations and Acronyms
41
42
43
TAS — Texas Accessibility Standards
2. TDLR— Texas Department of Licens�n:g and Regulation
B. Reference 5tandards
44 1. Reference standards eited in this Specification refer ko the current reference
45 standard published at the tirne of tha latest reviszon date logged ai th� �nd of this
46 Specif"ication, unless a date i� specifically cited.
47 2. Ameriean Society for Testing and Materials (ASTIvn
CtTY OF FORT WdRTH Z022 Concrete Resturation Contract l
STANDARD CONSTRUCI'ION SPECIFICATIpN DOCiJMEN`1'S City Projecf Na. l03445
Revised April 29, 2021
32 13 20 -3
C 4NCRET� Sif]EW ALKS, Dl21VEW AYS AND BARRIER FREE RAMP S
Page 3 of 6
l a. D545, Test Methods for Prefarmed Expaiasion 7aint Fillers for Cancrete
2 Construction (Nan-ext�•uding and Resilient Types)
3 b.. D698, Test Methods for Laboratary Compaction Characteristics of Soil Using
4 Standard Effoi� (12,�400 ft-Ib�'/ft3)
5 1.4 ADNII�TIS�RATIVE REQUIRE1ViINTS [NOT iTSID]
6 1.5 SUBNIITTAL� [NOT i1SIDI
7 1.6 ACTIQN SUBIVIITTALS/I1�DItMATIONAL SUBMITTALS
8 A. Mix Design: submit for appro�al. Section 32 13 13.
9 B, Product Data: submit pt•oduct data and sam.ple for pre-cast detectable warning for
10 barrier fi•ee ramp.
11 1.'� CLOSEOLIT �LTBNIITTALS [NOT USEU]
12 1..8 MAIN'i'ENANCE MA'ITRIAL �UBMITTALS [NOT USID]
I? 1.9 QU�L�TI' ASSUIiANCE [NOT II�ED]
14 1.10 DII.IVERY, STORAGF, AND HA.NDLING [NOT LTSID�
1S l.l.l. FZEZD CONDITIONS
16 A. VJeather Conditions: Plac�ment of concrete sha11 be as specified in Section 32 13 13.
17 1.1� WAItRANTY [NOT USID]
18 PART 2 - PRODUCTS
19 �.1 QWNER-F[JRNISHED PRODUC.TS [NOT USID]
20 2.2 EQiJIPM�NN'1' AND MA'1'ERIALS
21 A. �orms: wood or metal straight, fr�e from warp and of a depth equa[ to the thickness of
22 the finished �vork.
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B. Concrete: see Sectinn 32 13 13.
1. Unless otherwise shown on f.he Drawings or detai[ed specifications, #he standard
class for cancrete sidewallzs, driv�ways and barrier free ramps is shownin the
followir�g table:
Standard Classes of Pavement Concreta
Glass of Minimum 28 Day Min. Ma:ximum Course
Concrete� Cementitious, Compressive Wafer/ Aggregate
Lb./CY 5trengi�az Cementitious Maximum
psi Ratio Size,
inch
A �470 30a0 0.58 1-1/2
28 C. Re�nforce�nent: see Sectian 32 I3 13.
29 1. SidewaIk, dri�eway and barrier free ramp reinf'�rcing steel shall 6e #3 defarmed
30 bars at 18 inches on-center-hoth-ways at the center plane af all slabs, unIess
31 otherwise shown on the Drawings or detailed specifications.
32 D, Joint Piller
33 1. Wood Filler: see Section 32 13 13.
C]TY OF P'ORT WORTH 2O22 Concr�te I�Ostoration Contract l
STANDAR� COI�iSTRUCTION SPECIFICATION DOCUMCNTS City ProjectNo. 103445
Revised Apri[ 29, �.021
3z i3zn-a
CONCRETE SIDEWALKS, DRiV�WAY5 AND BARRIERFRE� RAMPS
Page 4 of fi
1 2. Pre-M.olded A.sphalt Board Filler
2 a. Use only in areas where not praciical for wood boards.
3 b. Pre-moldzd asphalt board filler: ASTM D545.
4 c. Install the required size and uniform thickness and as specif'ied in Dj-awings.
5 d. Include 2liners of 0.016 asphalt impregnated kraft paper filled with a mastic
6 mi�tture o�'asphalt anci vegetable �ber and/or mineral filler.
7 E. Expansian Joint Sealant: s�e Seciion 32 13 73 w here shown on the Drawings.
s �.� AccEssou�Fs CNOT usID�
9 2.4 SOURCE QiJA.LITY CONTROL [NOT LTSID]
10 FART 3 - EXECUTION
11 3.1 INSTALLERS [NOT USID]
i2 3.2 EXANIINATION [NOT -[75ID]
13 3.3 PREPARA'I'ION
14 A. Surface Preparation
IS 1. Excavation: Excavation required for the construction of sidewalks, driveruays and
16 barrier free rarnps shall be to the lines and grades as shown on the Drawings ar as
17 esfablished by the City.
18 2. Fine Grading
19 a. 'I'he Contractor shafl do a11 necessary %iling, ieveling and fine grading required
20 ta bring the subgrade to tha exact grades specified and compacted io at least 9Q
21 percent af maximum density as determined by ASTM D698.
22 b. Maisture content shall be witivn m�nus 2 to plus 4 of optimum.
23 c. Any over-excavation shall be repaired ta the satisfaction of the City.
2�} B. Demolition / Removal
25 1. 5idewalk, Drivevvay and/ or Barrier Free Ramp Removal: see Section 02 41 i3.
26 3.4 INSTALLATION
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A. General
1. Goncrete sidewalks shall have a minim.urn thickness of 4 inches.
2
3
4.
Szdewalks constructed in driveway approach sections shall ha�e a minimurn
thickrzess equal to that of drrveway appraach or as called for by Drawings ar�d
specifications within the limits afthe driveway approach.
Driveways shailhave aminimum thickness offi inches. Standardcrass-slopes far
walks sl�all be 2 percer�t max in accordance with cur�ent TASITDLR guidelines.
The canstruction of tile driveway approach sfiafl inc{ude the variable height radius
curb in accordance with the Drawings.
Afl pedestrian facilities shall comply wiih provisions oiTAS including location,
slope, rvidth, shapes, texture and cvldring. Pedestrian facilities installed by the
Contractor and not meeting TAS must be retnoved and replaced.to meet TAS (no
separate pay}.
40 B. Forms: Forrns shall be securely staked to iine and grade and maintained in a true
4i positian duringthe depasiting of concreie.
C1TY Or FOItT WORTH 2U22 Concrete Restocacion Contract l
STANDAE2I� CONST[ZUCTIOI�I SYECIFICATION DOCCIMENTS Ciry Praject Na. 103a45
Revised t1pri1 29, 202i
32 1320-5
CONCRETE SiDEWALKS, DRIVEWAYS AND BflRRIER FREB CtAMPS
Paga S of 6
C. Reinforcement: see Section 3213 I3.
2
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D. Concrete Placerr►ent: see S�ction 32 13 13.
E. Finishing
1. Concrete sidewalks, drit�eways and barrier free razxips shall be finished ta a true,
e�en surface.
2. Trowel and then brush transversely to abtain a smooth unifarm brush finish.
3. Provide exposed aggregate finish if specified.
4. Edge joints antl sides sha[1 with suitable toa�s.
F. Joints
1. Expansian joints far sidewalks, drivew ays and barrier free xamps sI�a�] be formed
using redwaad.
12 2, Expansion jaints sha[1 be placed ai 40 foot intervals for � foot wide sidewallc and 50
13 foot interva7s for S faot wide and greater sidewallc.
14 3. Expansion joints shal[ aIso be placed at all intersections, sider�ralks witt� concrete
15 drivew ays, curbs, formaiions, other sidev,�alks and other adjacen� oId conerete work
lb Similar ma#erial shall b� placed aro�and all obstructions protruding into or through
17 sidewalks or driveways,
I8 4. All expansion joints shall be 1/2 inch in tih.ickn�ss.
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5. Edges of all construction and expansican joints a.nd outer edges of all sidewalks shall
be iinished to appr4ximately a 1/2 inch radius with a sui#able fnishing ioo1.
6. Sidewalks shall be tnarked at intervals equa[ to the width af the �valk with a
marking tool.
7. When sidewallc is against the curb, expansion joints shall match those in the curb.
G. Barrier Free Ramp
l. Furnish and it�stall brick red color pre-cast detactable watning Dome-Tile,
manufactured by StrongGo Indusiries ar appz•o�ed equal by the City.
2. Detectable �varning surface shall be a minimum of 24-inch in deptl� in the direction
of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp ar
landing where the pedestrian access route enters the street.
3. Locate detectab[e �arning surfaee so that the sdge nearest the curb line is a
minimum of 6-inch and maximwn of 8-inch fram the extension of the face ofthe
curb,
4. Detect�ble warning Dome-Tile surface may be curved along the carner radius.
5. Install detectable warnitig surface aeco�ing to manufacturer's instn.�ctions.
CITY OF FpIiT WQRTH 2O22 Concrete Restoration Contract l
STANDARD CONSTRUCTION 5PECIFICA'I'iON DOCUfVIENTS City 1'roject No. 1Q3445
Revised April 29, 2021
32 ]32Q-6
CONCRETESIDLWALKS,DRIVEVJAY5 AND HARRIEitFR�ETtAMPS
Page b of 6
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3.5 REPAIRIRESTORATION [NOT iTSIDj
3.6 R�INSTALLATION iNOT USID]
3.7 F.iELD QUALITI' CONTROL [NOT iTSID]
3.8 SYS7'E1VI STARTUP �NOT USID]
3.9 ADJLTS'T[NG [NOT U5ID]
3.10 CLF�IVING [NOT USIDj
3.11 CLOSEOUT ACTIVITIES [NOT USID]
3.1� PROTECTTON [NOT USID]
3.13 MAIN'I�NANCE [NOT USED]
3. l.4 ATTACHIVV�N'i� [NOT USID]
IND OF SECTION
Revi�ion I.og
L�A'I'E NAME SLTMMARY OF CHANGE
1212UI2412 D. Johnson 1,2.A.3 — Meas�eme�t at�d Payment farBarrier Free Rampsmodified to matcl�
updated City Details
413 012 0 1 3 F. Griffin CorrectedPart 1, 1.2, A, 3, 6, 1 to read; from ... square foot oFCancrete Sidewalk.
to . . .each "Barrier Pree Ramp" installed.
.Tune 5, 20 i 8 M Ovven Revised Measurement and Payment,section.
April 29, 2021 Nf Ow�n 1.2 A. 4. c. Revisa Sarrier Free itamp — Payment 5ection
12
CiTY OF FORT WORTH
STANDARD CONSTRUC3'ION SPECIFICATiON DOC[JMEN"I'S
Revised April 29, 2027
2022 Cancrete Restnration Contract 1
City Project No. 1a3445
34 7I l3 -1
TRAFFIC Ct7NTROL
Page 1 of 6
�a
3 PART 1 - GENERAL
4 1.1 SUlVIlVIARY
�ECTEON 34 '�1 13
TRAFFIC CONTROL
5 A. S�ction Includes:
6 I. Installation of Traffc Contro] Devices and preparation of 'I"ra.ffic Control Plans
7 B. Deviations from tf3is City of Fort Worth Standa�•d Specificatian
8 I. FOR THIS PR07ECT, �'RAFFIC CONTROL SECTION 34 71 13 SHALL t3E
9 CONSIDERED SUBSIDIARY WORK, NO SEPARATE PA1'.
�p 2. TRAFFTC CONTROL IMFLEM�N'I'ATIQN, INSTALLATION,
11 �NTENANCE, ADJUSTMENTS, REl'LACEMENTS, AND REMOVAL O�'
TRAF�'IC CONTROL DEVICES SHALL BE CONSIDERED SUBSIDIARY
12 WORK, NO SEPARATE FAY.
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3. FREPARATION QF TRAFFIC CQNTROL PLAN DETAILS, ADHERENCE
TO �ITY AND TEXAS MANUAL ON iJNIFOMR TRAFFIC CONTROL
DEVICES (TMUTCD), OBTAINING SIGNATURE AND SEAL OF A
LICENSED TEXAS PROFES.SIONAL ENGINEER SHALL BE CQNSIDERED
S�(JBSIDTARI� �IORK, NO SEPARAT� PAY.
C. Related Speci�cation Sectinns includ�, but are not necessarily limited to:
i. Division 0-- Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— Genera[ Requirements
1.� PRICE �ND PAYMEN'i' PROCIDURES
A. Measurement and Payment
1. Installation of Traffic Contral Devices: �UBSIDIARY, NO SEPAR.ATE PAY,
2. Poi�tabl� Message Signs
a, Measurement
1) Measurement for fhis Item shall be per week for the duration af �ase.
b. Payment
1) The w ork pei�formEd and materials furnished in accorda�lce to this Item and
measured as provided under "Measurement" sY�all be paid for at the unit
price bid per week for "Partable Message Sign" rental.
c. The price bid shall inc.lude:
l) Delivery of Porta6le 11Flessage Sign to Srt�
2) Messag� updatang
3) Sign movement tiu•aughout construction
4) Retum of the Portable Message Sign post-construction
CITY OF FORT WdRTH 2p22 Concrete Restoration Contract l
STANDAR_D C4NSTRUCTI�N SE'ECICICATION DDCU1vIEN'TS City PrajectNo. L0344S
Revised March 22, 2p2I
34 71 l3 -2
TRArFTC CONTROL
Page 2 of 6
1
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$
9
1Q
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3. 1'r�paration of Traffic Control Plan Details
r ,r,..,,..... .,.
1 1 T R...,.,.,.......,,....+ F„_+1,.: Tc,....,. 1..,. .,. ,.1.. "f'....FF:.. !'�..«+....1 T1„f�<I_.,�-,...,,,«..,'.
�y�ux �,�.�u.� �„ .,Yu..,...
�
« •„
��•
�
{�B3
15 1.3 R.F + +'.RENC FS
16
17
Z8
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-23
A. Reference Standards
1. Referance standards cited in this Specif'ication refer to the current referenee
standard published at the time af the latest revision date logged at the end of this
Specifcation, unless a date is specifically cited.
2. 'I'exas Manuai on Uniform Traf�'ic Contral Devices (TM[TI'CD}.
3. Ttem 502, Barricades, Signs, and Traffic Handling oithe Texas Departmeni of
Transpoi�tation, 5tandard Specif'ications for Cnnstruc�ian and Maintenance of
I�'ighways, Streets, andBridges.
24 1.4 ADNIINISTRA�'�VE REQiJIREMIIVTS
25 A General
26 1. Contracior shallminimize lane closures and impact ta vehicular/pedestriantraffic.
27
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B. Coordiriation
1. Contact Tra�fic Services Division (817-392-773$) a minimutn af 4S hours prior to
implementing Traffic Control within SOQ feet of a traffc signal.
�0 C. Sequen�ing
31 1. Any deviations to the Traffic Conirol Plan included in the Drawings must be �irst
32 approved by the City and design Engineer bef�re implementation.
33 1.5 SUBMITTALS
34 A. Provide the City with a current list of qualified flaggers before beginning flagging
35 activities. Use only flaggers on the qualified list,
3b B. Obtain a Street Use Perrriit from the TPW Department's Trausportatian Division. The
37 Traffic Control Plan {TCl') for the Project shal� be as detailed on the Traffic Control
38 1'lacn Detail sheeEs of the Drawing set. A copy of tivs Traffic Control Plan shall be
39 submitted with the Street Use Permi�.
40 C. Traf�ic Control PIans shall be signed and sealed by a licensed Te�as Professianal
41 Ez�gineer.
C1TY OF FOAT WORTH 2O22 Concrete Restoration Contract l
STANDARD CONST7tUCTION SPECIFICATIOl+I DQCU1ViHNTS City Project iVo. 103445
Re�ised h�Iarch 22, 2021
347113-3
TRAFPIC CdNTROL
F'age 3 nf 6
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10
D, Contractor shall prepare Traffic Control Plans if required by the Drav�ings or
Specificaiions. The Contractor will k�e respor�sible for having a licensed Texas
Professional Engineer sign and seal the Traffic CantroI Plan sheets.Atraff� control
"Typical" published by City of Fort Warth, the Texas Manual Unified Traffic Control
Devices {TM[JTCD) or Texas Department of Tt�ansportation (T�DOT} can be [ased as
an aEternati�e to preparing project/site specific traffic control plan if the iypical is
appl�cable to the speci�c projec�/site.
�. Lane c]osures 24 hours or longer sl�all require a site-specific traffic cantrol plan.
F. Contractor responsible for having a licensed Texas Professiortal Engineer sign and seal
changes ta the Traffic Control Plan(s) developed by the Design Engineer.
11 �.b ACTIONSUBMITTALS/INFORMATIONAL ST]BNIITTALS [NOT USED]
12 l.7 CLOSEOUT SL]BMITTAL,� [NQT USID]
13 1.8 MA�N'I�',NANCE MATERIAL SUBMITTALS �NOT IISID]
14 I.9 QUALITY ASSUitANCE [NOT LISED]
15 I.10 llr:L1VTRY, STOI2AGE, AND HANDLING [NOT USED]
1.6
17
1.11 FIEL,D [SITEJ C�NDITI�NS [NOT IISID]
1.12 'VVARRANTY [NOT USID]
1 S PART 2- PRODUCTS
19
20
2.1 OWNIIZ F`L]ItNISH�D [ouj OWNIIt-�iJPPLIED PRODUCTS [NOT USID�
2.2 ASSEMBLIES AND MATERIALS
21 A. Descriptian
22 1. Regulatory Requirements
23 a. Provide Traffic Control Devices that con%rm to details shownan the
24 Drawings, the TMUTCD, and TxDOT's Compliant Work Zana Ta•affic Control
25 De�ice List (CWZTCDL).
26 2. Materia]s
27 a. TrafFic Control Devices must meet alI re�ectivity requirements included in the
28 TMUI'CD and TxDOT Specificatians —Item 502 at a[l times during
29 c onstruc �[on.
30 b. �Iecironic message boards shall ba provided in accordance with the TMUTCD,
CITY OP PORT WORTH 2O22 Conereta Res.toratiou Gontract 1
STANDARD COlVSTRUC'�'IdD! SPECIF[CATION DQCi]MENTS City ProjectNa. 103445
Revised March 22, 2021
347113-4
TRAI'PIC CON'1'ROL
Page �4 of b
2.3 ACCrSSOR1ES [NOT LTSIDj
Z 2.4 SOi]RCE QUALITY CONTROL [NOT USID]
3 PART 3 - EXECUT[ON
4 3.1 EXANIINATION [NOT LTSID]
5 3.2 PR�ARATI[)N
6 A. Protection of In-Plac e Conditions
7 1. Pratect e�sting traffic s ignal equipment.
8 3.3 INSTALLATION
9
1Q
ll
A. Follow the Traffic Control Plan {TCP) and install Traffic ControlDevices as shown on
the Draw ir�gs and as directed.
B. Install Tra��ic Control De�ices straight and plumb.
12 C. D� not malcs changes to the location of any d�vice or iznplernent any other changes to
13 the Ttaffic Control Plan w ithout the approval nf the Engineer.
14 1. Minor adjustments tn meet �eld constructab�lity and visibiliiy are allowed.
1S D. Maintain Traftic Conirol Devices by taking correciive action as soon as possible.
16 1. Corrective action includes but is not limited to cleaning, replacing, straightening,
17 cavering, or removing Devices.
18 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
19 and that retroreflective characteristics mee� requirements during darkness and rain.
2� E. If the.Inspector discove�s that tha CQntractarhas failed lo comply with applicable fed�ral
21 and siate laws (by failing to furnish the necessary flagznen, warning devices, barricades,
22 lights, signs, or other precautionary meas t.u��s for the pratection of persans ar property), tl�e
2� Inspector may order such adctitional precaui�onary measures be taken ta pratect persons
24 and property.
25 F. Subject to th� approval of the Inspector, portions of this Project, which are not affected by
26 or ir� conflict with the propased methad of handl�ng traff'ic or utiiity adjustments, can be
27 constnictedduririg any phase.
28 G. Barric ades and s igns shall be plac ed in such a manner as to not intcrfere with the sight
29 distance of drivers entering the highway from driveways or side streets.
3� H. To facilitate sh�i.fting, barrieades arid signs used in lane closures or traffic staging may
3l be erected and rnounted on portable supports.
32 1. The support design is subject to the approval of the Eng�eer.
33
34
�5
36
I. Lane closures shall be in accordance with the approved Traffe Corrtrol Plans.
J. If ai any time the existing tra�ff'ic signals becom� inoperable as a result of constiuciron
operations, the Conlractor shal! provide portable stop signs with 2 orange flags, as •
approved by the Engineer, to be used fflr Traff'ic Contral.
CITY QF FORT WORTH 2O22 Concrete Restoration Contrac! 1
STANDAfiD CDNSTRUCTION 3PECIF'1CATI4N DOCiJMEMI'S City ProjectNa. 103445
Revised March 22, 2021
34 71 I3 - 5
TRAFFIC CQIVTROL
Page 5 ai 6
1
2
3
4
5
6
7
8
9
10
lI
12
13
14
1s
16
17
18
19
20
21
22
23
24
K Contractor sk�all znake arrangements for police assistance to directtraffic i�tt�ff�c signal
turn-ons, street light pole installation, or other constz�.�ctian wilI be done du�•ing peak tra�'tc
times (AM: 7 atn — 9 am, I'M: 4 pm - 6 pm).
L. Flaggers
1. Provide a Cnntraetor representa.tive who has been c�rb��ed as a flagging instructor
throu�h couz's�s offered by the Texas Engineering Extension Serv[ce, the American
Traffic Safety Services Association, theNational Safety Couneil, or other approved
organizations .
a. �'rovidethe certificate indicating course eampletion whan requesCed.
b. This representative is respansible for trainirzg and assurin.gthat aU f]aggers are
qualified to perform flagging dutzes.
2. A qualified flagger must be independently certified hy 1 ofthe organizations Iistecf
above or trained by the Contractor's certifed flagging instructar.
3. Flaggers rnust be courteous and abie to effectively communicate with the public.
4. When directing traffic, flaggers inustuse standard attire, flags, signs, and signals
and follow the flagging procedur�s set forth in the TMU1"CD.
5. Provide and maintain flaggers at such paints and far sueh periods oftime as may be
required to provide fa�• the sa%ty and convenienc� of public trave] and Contractor's
personnel, and as shown on #he Drawings ar as directed by the Engu�eer.
a. These flaggers shall be located at each end af the lane closure.
M. Remqval
1. Upon comple�ion of Work, retno�e from the Site all barricades, signs, cones, lights
and other Traffic ControI Devices used far wark-zane traf�c handling as soon as
p�•actical in a timely manner, unless otherwise shawn an the Drativings.
25 3.4 REPAIR 1 RESTORATION [N�T USID]
26 3.� RE-INSTALLATIDN [N�TUSID]
27 3.6 FIEL,D �ox] SITE QUALITY CONTROL [NOT USID]
2s 3.7 SYSTEM STARTUP INOT USID]
29 3.8 ADJiTSTING [NOT USED]
30 3.9 CLEAlVING [NOT jTSID]
31 3.10 CLOSEOUT ACTIVITIP� [NOT USID]
32 3.11 PROTECTION [NOT i18ID]
33 3.12 MATN'i'INANC� [NOT USED]
34 3.13 ATTACHMEN'� [NOT USID]
35 II�D OF SECTION
�
37
CITY OP F�RT W ORTH 2p22 Concrete ResCoraYion Contr�ct l
STAND:4RD COIYSTRUCTIQIV SI'ECIFICATION DOCUMENTS City. I'roject �Io. 103445
Revise� March 22, 2021
3�t7113-6
TRAFFIC CDIVTROL
Page 6 of 6
Revision Lag
DATE NAMB SLTMMARYOFCHANGE
11/22/13 S. Arnold Added poliee assistance, requirement for when $ site specific TCP is required
1.4 A. Added langi�age ta emphasize minimizing of lane closures and impact to
traffic,
3/22/2021 M prven 1.5 Clarified submiltaf requirements
3.3 M. Cfarified removal requirements
C1TY OF FQRT WORTH 2O22 Cnnerete Restoration Contract l
STANDARCI CQNSTRUCI'ION SPHC]FICATION DOCUME7VTS City ProjectNn. 1U9445
Revised March 22, 202]
��d6e06.�Minorityand VVomen �wned�u�ine�s
Enterpri�e �ampliance
T]E�I� P.A.�E ]L]E�"�' �T'�'�1�T'���1\T�l�� �L�K
2022 Cancrete RestozataonCon�act 1
City ProjectNo.103445
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�ORT �O�xH�
Paa��c�r� � �3445 ai�#
{!f Applirah�e Alease Check Onej
Antendrnent❑ Cha�8e0r�er�
�u�in�s� ��u�ty D���s�vn
LFTTER �F INT�NT
A;!A�st#nY+cs �r��� �LE�-�n4r�ti,f,nir'C�nG�1+�nt Infnrm�tl�n;
� -
A�c�e ed Bus�ness � u frr�n [s nwned b a Mino ' or oman 6us9ness �nte rlse �
�
[Rursuant to the City af Fo�t Worth's Busin�ss Equl�y Ordlaance, certifetl Busl�ess Equiry firms participating und�r ihe Ordlrrance must he
cerlifled prFor ta recommendation oF award in arder to ba counted lowards 4I�e Business �quiry con#ract goal, Certifying agencies
acceptable by tha Gity; North Central Texas Regional Cer�ification Agency (�VCTRCA), aallaslFort Worlh Minor�ty 5uppller
�evelopment Council, Inc, (aFW MSDC), Women's Business Gauncil - Soulhwest {WBCSj, or the Texas Department nf
Transportation �TXDOI�, Note, Far Federally-�'unded pra�ects the Firm mus# be certified as a Disadvanfaged Busfr�ess Enferprise (DBE) 6y the
NCTRGA andlat'I X�OT only,] AI[ Fiefds are Required - 90 not leave hEank.
1, Name of Praject: ��22 �dNCR�TE RESTORATION CONTRACT#1 PR�J�CT#`f 03445
2. Narr�e nf ofFerorlPrime Contractor: MAKQU 1 NC.
3, Name of Business Equity �irm: J&H CONCRE`fE
Address: �311 CLEARDAL� b�. DALL48 TX75232 ��i-�, ���tact NamelPhone; HARVEY SC)LQMON
4. The undersJgnetl is p�epared to perform the fol[owing described work andlor supply the material Ilsled €n canneetlan with the above project
(where appflcable specify °supply° or "instali° or boih):
CONCRETE pAVING
�A�cs co��: 237310123� 1 � 0
HARVEY SOLQMON
(Owr�l Rulhorized Agenf} ype or Frint Name
(Slgnature of OwnerlAuthorized Ag�nt of Certifted Business Equit}r Firm)
jandhconcrete@at#.net
(Emall Addrass)
�. At��+,.�;^t af ��!orl�nft�e
I� the amount oF $�'� �y DOO.D�
J&H COfVCRET�
((�ame. of CeM€Ted Busiaess �qufiy Firmj
�i� o�2az2
(Date)
2'14�675-1661
(Phane Num6er}
1 HER�BY DECLAR� AND R�F1RM Ihai MlIQSO�❑ KHAf11 am ihQ duly aufhorized representative oF
(OvuneNAuthorizad Agent)
iVIAKOIJ iNC,
antl tl�a1 i have persnnally revfewed the rnaterial antl facls
(Narne of OfferorlPrime)
set forth in tt�is Leiter qf fntent. To the best of my knowl�dge, Infor�ation and �elief, t�e facts in fhis fnrm are true, and no
material facts have been om�tted.
Pursu�nt to the Ciky of �ork Wo�ih's Business Fquify prdi�ance, any �ersonlent�ty that makes a false or Fraudufent stat2ment
!n connectlon v�it�r partltipailQn of a certified firm In any City of Fort Worth canlract may be referretl Fnr debarment
prace�ures under the Ci#y 4f Fort Wo�th's Business �quity Qrdinance.
I dn solemnly swear or a�irm that fhe signatures contair�ed hereir� and the infar�nation pravided by the OfferorlPrime are true and
correct, and tha# I am authorized on behalf of the 0€ferarlPrime to make the affldavit.
MAQSQQD KHAN
(Ownerl lhorized qgent} Type nr print Name
(5igrtature Ow IAuihorized Agent)
ma�couinc@gmail.com
(Email Address)
�]eparp�e��t nf Diversity and ]nclusinn
�usu�ess Eq�iry bivision
Em�i1: DVII�? B�+p�ce[a�fonwarthtexas.gov
Ph:817-392-2674
MAKQU INC.
eme ofi4fferorl rime)
� /1 q/2022
8ie}
8� 7�798�5426
(Phonc NumkSer)
EffeCtive Ol/U1/202k
Iteviscd. 6-8-21
-'� ,.�:*^�°'�� - - — ��__—
GC-6.Oi Wa�e l�atie�
'I'�� PA�E LEF�' �']['E�T7['I��T��LY�]L�T][�
2022 Concrete RestoraTion Con#ract S
City ProjectNo.103445
201� PREVAILIN6 WAGE RATES
(Hea�y and Highway Construction Projects)
Cl.ASS1FIGATION DESCRfPTION
Asphalt Distributor Operator
Asphalt Pa�ing Machine Operaior
Asphalt Rafcer
Br-oom ar Sweeper Operator
Concrete Finisher, Paving and Structures
Concrete Pevement Finishing Machine Operator
Concrete Saw Operator
Crane Operator, Hydraulic 80 tons or less
Crane Operator, Lattice Boom 80 Tpns or Less
Crane Operatnr, Lattice Boam Over 8� Tons
Crawler Tractor Operatar
Electrician
ExcaWator Operaior, SD,OQO pounds or less
Excavator Operafior, Over 50,000 pounds
Flagger
Form Bu'slder/5etter, 5tructures
Form 5etter, Paving & Curb
Faundation Drill Operator, Crawler Mownted
Foundation Drill Operator, Truck Mounted
Front End Loader Dp�rator, 3 CY or l.ess
Frant End Load�r Operator, Over 3 CY
Laborer, Cammon
Laborer, lltility
Loader/Backhoe Operator
Mechanic
Milling Machine Operator-
Motor �rad.er Operator, Fine Grade
Motor Grader �perator, Rough
Off Road Hauler
Pavement Marking Machine Operator
Pipelayer
Reclaim�r/Pulverizer Operatar
Rei�forcing5teel Worker
Roller Operator, Asphalt
Roller Operator, Other
5craper Operator
Servicer
Small Slipform Machine Operator
Spreader Box Operator
Truck Dri�er Lowboy-Float
Truck DriverTransit-Mix
Truck Driver, 5ingle Axle
Truck Dri�rer, 5ingle or Tandem Axle Dump Truc3c
Truck Driver, Ta.ndem Axle Tractor with 5emi Trailer
Welder
Work Zone Barricade 5ervicer
Wage Rate
$
$
$
$
$
$
$
�
$
$
S
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
�
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
15.32
13.99
12.69
11.74
14,12
�.6.d5
14.48
18.12
17.27
za.�z
14.07
19.80
17.19
16.99
1D.D6
1.3.84
13.16
17.99
21.07
13,69
14,72
10.72
12.32
15.18
17.58
14.32
17.1�
16,�2
12,25
13, 63
13,24
11.01
16,18
13.Q$
11. S 7.
12.96
�.�.58
15.96
14.73
16.24
14.14
12,31
12.62
12.86
14.84
11.58
The Davis-Bacon Act prevailing wage rates s�own for Heavy and Highway construction projects were determined �y
the United Sta3es Department of Labor and current as of 5eptember 2013. 7he titles and descripfsons for the
classifications listed are detaifed in the AGC ofTexas' Standard Job Classifications and �escriptions for Highway,
Heavy, Utilities, and Industrial Construction in Texas.
Page 1. of 1
�1Vd1.0 �enerall�Tote�
'g'I��S PAG]E lL]El�`T Il�T�11�TTT][O1�TTA]CJ]L��3��K
2022 Concrete Resto�ationCaniract 1
City PrajectNo.103445
General Not�s
Division U1-- General Requirements
General:
I. The Contractot• sha11 be responsible for loca�ing aI] utilities, whether public or private, prior to
excavation. The inforzxaation and data shown with respectto exis#ing underground facilities at ar
contiguous to the site is approximate and based on inforcr�ation furnished by tf�e owners of such
ur�dergroc�nd facilities or on physical appurtenances observed in the field. T�e G.ity and Engineer
shall not be respansible for the accuracy or comp[etei�ess of any such informat�an ar data. The
Cantractor shallhave full responsibility for reviewing and checking a�l such inforrr�ation or data,
for lacating all underground fa�ilities, for caordination af ths work with the awners of such
underground facilities during construction and for the safety and protection thereof and repairing
any damage thereto resultirtg fram the Wark. This Work shall be considered as a subsidiary item
of Work, fhe cost of which.shall be included in the price bid in the Proposal far various bid items.
The Contraetor shall notify arjy affected owners (utility coinpan[es) or agencies in writing at least
48 hours p1•iar to constructian.
a. Notify TEXAS & 11 (.l-SQO-DIG-TES`�S or www, texas8ll. org) to ]ocate existing utilities
prior to eanstructian.
b. Caution! B�aried �I�ctric lines may exist along this praject. CQntact electriea] providers 48
�aours prior to excavatian :
� ONCOR YYall Riegler 817-215-�707
• Tri County Kevon Mooney 817-752-�160
c. Caution! Buried gas lines may exist afong this praject. Contact Atmos Energy 48 hours
prior to excavatian, and wrthin two (2} hours of encountering a gas [ine (John Crane:
817-�07-28�5}
d. Caution? Buried cammunication cables m�y e�ist along this project. Cantaet
communication companies 4$ haurs prior to excavation:
o Spectrum/Charter Communication ,Sher�i 7'rahan 8I7-27I-8108
o AT&T GcrryTilnry 8I7-338-d202
o One SauNce Communications Jeremy Hegwoad 817-745-2243
e. Caution! When doing work within 20Q feet of any signalized intersection, the Cor�tractor
shall notify Traffic Management Di�ision oi City af Fort Warth T/P1�, 72 hours prior to
excavation {817�392-5742}. The Contractor shall protect existing signal hacdware, ground
baxes, detection Ioops, ar�d underground cnnduit at signalized �ntersections. Any damages
at signalized intersections shall be replace.d at the expense of the Cantractor. The
Contractor shall contact the City at $17-392-8100 to perform conduit line locates at
signalized intersections 72 i�ours prior to cammancing work at the intersection.
f. The Contractar shall natify the City of Fort Wc�rth Projec� Manager 48 hours prior to the
start of any exca�ation (.Fretonziwa Ohryelae: 817-392-674�
2. Contractor's personnel shall have ider�tifyit�g clothing, hats or badges at all times e�+hich idernif'y
the Cantractor's name, logo or company.
3. Protect concrete curb and gutter, driv�ways, and sidewallcs that are not designated for removal,
Removal and repla�ernent ofth�se items sha[1 be as designated 'm the drawings.
C["C�i' OF FOIiT WORTH
STANDARD CONS T TiUCT [pN GENEKAL NOT�S
Version Release December 18, 2017
Di�visian 32 —L�cterior Improvements
General:
I. At locations where the curb and gutCer are to be replaced, the Contractor shall assume all
responsibility for the re-establishment of existing street and gutter grades. Fstablisnnr�ent of
grades sha11 be considered as a subsidiary item of Work, the cost of which shall 6e included it� the
pric� bid in the Proposal for various bid items.
2. All cirivevuays, which are open cut, �hall have at least a temporary driving surface at the end of
each day. The temporary surface shall i�e considered as a subsidiar� item of Work. The cast oi
which shall be included in the price hid in the 1'raposaj far various bid i�ems.
Bike Lanes and Shared Pavement Markings:
1. Proposed bike lanes s�ould maintain a minimum effective width oi4 feet (measureti frorn edga af
gutter to center of stripe}.
2. Bicycle pavem�nt rnarkings should be located 20 feet fram the curb return, stop bar, or cross vvallc
(u�hichever is applicabl�) uriless denoted otherwise in the drawings.
�. Combined width of bike lane and on-streei parking shnuld not be Iess than I 3 feet.
4. If travel Iane is greater than 14 feet wide, shared pavement markings shall be placed 4 feet from
face of curb or edge of on-street parking (whichever is applicable).
5. If travel lane is less than or equal to 14 feet wide, shared pavement mark�gs shall be placed in
the mi�dle of the travel lane.
3. Bike lane symbol, arrnw, and shared pavement markings shauld be repeated at the beginning o�'
each ir�terseetion.
�. On uninterrupted sections of roadway, bil�e lane symbo] and arraw shauld not he spaced more
than 330 feet apart and shared pavement markings should not be spaced more than 250 feet apart.
5. Bike ]ane symbol, arrow, and shared pavement markings should not be placed at private
d�•iveways or pu.biic intersections.
6. Bike lane strip�tag should be 4 inches solid white, hot-applied thermoplastic unl�ss sp�cif'ied
otherwise in the drawings. All other b�1ce lane pavement markings shall also be white, ha� appGed
thermaplastic unless otherwise specified in the drawings.
7. All dimensions are from face nf curb and are to center aft�e pavement marking.
8, Shared pavement �narkings shouIdnot be used an facilities with a pasted speed greater than 35
mph.
Sidewalks and Curb Rannps:
1. The curb ramp standard details are intended to show typical layouts for the construction of the
curb ramps. The mformation shown on the standard details meet the requireYnents shown in ihe
"2012 Texas Aecessibility Standards" (TAS} and the "2D10 ,ADA Standards for Accessibte
J]esig�" by the Department of Justice.
2. City of Fart Worth Standard Details are only intended to indicate pay limits for each type of
ramp, tl�e Eng'vneer is responsible for the de�elopment and design of the sidewalk and curb ramp
layout, including actuaI dimensions and siope percentages.
3. The Cantractor may not make changes to the sidewalk and curb ramp layout without approval of
the City. The Contractor may propos� changes to the sidewal�c and curb ramp layout due to fielci
conditions, but any proposed changes mu�t b� approved by the City.
4. Curb ramp running slopes shalI nat b� st�eper than 8.3% (12:1). Adjust curh ramp length or
grade of approach sidewalks as directed by the City.
5. Curb ramp flare slopes shall not be steeper thar� 10°/n { I0:1) as measured alang back of curb.
5. Ma�cim�.un allowable cross slope on sidewalk and curb ramp surfaces is 2%.
7. The minimum width ofsidewalks and curb ramps shallbe 4 feet.
CiTY OF FORT WORTH
STANDARD CON5T1tUCTlON GENERALNOTES
Versian Release Qecember l$, 2017
S. Landings shall be pro�ided at the top of cur6 raznps. The landing clear length shall be 5 feet
minimuzn from tihe end of ram.p. The land'u�g cl�ar widih shall be at least as wide as the curb
ramp, excluding flares. The lar�ding shall have a maximum slope of 2°/o in any direction.
9. In aIteraiions where there is no landing at the top of the curb ramp, curb ramp flares shall be
provid�d and shall not be steeper than 8.3% (12:1 }.
1 Q. Where turning is required, maneuverin� space at the top and bottam of curb ramps shall be S feet
by S feet minimum. The space at the b4ttom sha1� be wholly cantained within the crasswalic
rr�arkings and shall not project into vehicular traffic lanes.
11. Curb ramps with returned curbs may be �as�d only where pedestrians would normally walk across
the ramp, either because the adjacent surface is planting ar other non-walking sur�aca or because
the side approach is substantially obstructed.
12. Where curb ramps are pro�ided, crosswalk m.arkxn�s sl�all be required and ramps shall be aligned
with the crosswalk.
13. Cnunter slopes of adjainrng gutt�rs and road surfaces irnz�nediately adjacent to the curb ramp shall
not be steeper than 5% (20:1) in any direction.
CITYOF FORT WORTH
ST ANDARD C ONS TRUCTION GENERAL NQTES
Vzrsion Release Decembcr 18, 2017
Division 33 - IItilities
General:
1. For utility work w�ithin utility easements, onc� pip� or app�rtenances have been in�talled or
rehahilitated, immediately c�mmence tempflrary surFace restoratian. Complete sarface restoratinn
to the owner's satisfaction within seven {7) days of work finishing on-site. Failure to maintain
surface restaration, as nated above, may result in sus�ension ofwork untilrestoratian is
complete.
2. E�isting �e:riical deflections and pipe slopes shown on the drawings are approxirnate and have nat
been field verified, unless otherwise nated. Rim �l�vaiions, flow lines, and horizontal locations of
existing manholes were determined from iield survey. If field conditions vary from those shown
on drawings Contractor shall notify City.
3. Maintain all existing water and sewer connections to customers in working order at all times,
except for brief interruptions in ser�ice for water and sewer services to be reinstated. In no case
shall services be alIowad ta remain out of servzce overnight.
4. Establish and mair�tain atrench safaty system �n accordazice with the exca�atian sa�ety plan and
Federal, State or local safety req�airements.
5. Provide and foliow approved Confined Space Entry Program in accordance witi� OSHA
requirements. Confined Spac�s shall inc[ude manholes and all other con%ned spaces in
accordance with QSHA's Per�nit required ior Conf'med Spaces.
6. �nly City pz'equalified Contractars, by appropriate VVater Department wark cate�ory, 5hall be
allovc�ed to adjust vaIve boxes, rnanholes, ring & co�+ers, etc.
Water:
1. Pro�ide thrust restraint by means of restraining joinis at fittings and concrete blocking. When
speeifically indicated on the Drawings, provide thrust restraint at designated joints beyondthe
i�tings. Each metf�od shall be capable of thrust restraint independent of the other system. The
Contractar shallrefer ta City Standard Details for arearequiredto insta[l conerete blocking.
2. All duetile iron mechanical joint fittir�gs shall be restrained to pipe using retainer glands,
3. Propose:d water mains shau have a minimum cover of 48-inches cover above the tap of pipe,
unless snown oth�rwise on �e drawings or details.
4. All water ser�ices shal] be installed above storm sewer�, except where shown otherw�se in the
drawings.
S. Elevation adjustment at connections may be made with bends, offsets, or joint deftections. Jaint
rieflectians sha11 not exceed fifty percent (50%) of manufacturer's recommendations.
6. Temporary pressure plugs required for sequencing af cor�struction and testing of praposed water
lines shall be cansidered subsidiary to the work and s�all be included in the price bid in tk�e
Praposal for �arious bid items.
Sanitary Sewer:
1. Verify that all connections to the sanitary sewer system are fo.r sanitary sewar only. Notify City flf
any discnvered illicit cannections.
2. The Contractor shall be liable far a�l dannages to properties, homes, and basements from backup,
which may resuit during the installation o�new pipe and/or abandonment of existing pipe. The
Co�tractor will be allowed to open c[ean nuts where available. The Contractor will be responsible
far all clean up associated wrth opening cl�an outs.
3. For all sanitary sewer service cormections at manhales, provide ahydraulic slide in accnrdance
with the details.
CITYOP FORT WORTH
5T ANDARD CpNST Ri1CTION GENEAAL 1�iQTES
Versian Release December l8, 2fl17
Storm Drain:
1. Maintain the existing storm c�rainage system until the proposed system is in service. In no case
should the Contractor teave the existing starm drain out of service whereby runoffwauld cause
damage to adjacent property.
2. Canstruct all drainage 'rmprovements frorn the downstream end to the upstreann end to allow
continued storm drain service. If the Contractor praposes to canst�'uct the systettk otherwise, the
Contractor shal� subrnit a sequencing planto the City for approval.
3. 'I'ake apprap�•iate measures tn preserve wifdlife in accordance with applicable fedaral, state and
loca] guidelines.
CITXOF FORT WQRTH
5"iAIVDAI2D CONSTRUCTION GEl+IF,RAL NQTES
Version Release deceinber l8, 2017
Division 34 - Transp�rtation
General:
l. Prior to activ�,ting traffic signa�s with new or revised signal timing, the contractor should e-ma�l
Aziz Rahman, Sr. Professional Engineer, at Aziz.Rahman(a7forfworthtexas.�ov (and copy Kassem
Ejkhalil, Professiona] Eng,7n.eer, at Kassem.ElKhalil(a�fortworthtexas.�ov) at least three {3) weeks
in advance to s chedule that.
2. Tf nevv cabir�ets and controllers are being installed and the cdntrnllers ne�d to be progratnmed and
tested by City Forces; the con�ractor should deli�er them to the City of Fort Worth, Signal Shop at
5001 James Ave., at least three (3) weeks in advance to schedule that.
3. Unless there is a co.axzpelling reason, a new traffic signal will 6e put on flash on Thursdays and
warki�g colars the following Tuesday.
4. 5witching from old traific signal ta a nev� one, this should be done on Tuesdays oniy.
5, Nofiify Traffic IWlanagement Division (817-392-7738) Project Repeesentative at least 24-hours in
advanceofal� coneretepours.Inspectoi•mustbepresentwhenconcreteisplacedontheprojectsite.
6. If aqplicable, equipmEnt supplied by the City will be avaiIable for pick up fram the
Transportation/Public Works (T/PW) Warehouse at 500I James Avenue and/or the 'VVillage Creek
Pole Yard (SOOa MLK Freeway). The Project Representative must aut.�orize all equiprtient
piakups .
7. Design consul�ant shall submit electronic file in CAD format as well as PDF [11" X 17") af fir�al
signed and sealed plans to the City.
8. Contractor shall provide a 5-year manufacturer wa�•ranty on APS systems. The warranty
documentaiion shall incIude the start date (when material is delivered to job site} and th� end date
of the warranty and the serial number of the equipment.
Traffie Signals:
1. The City will nat provide traffic signal cabinet or tr�c sigr�a� controller to the Contractar. The
�ost for these items must be included in the City project budget, or%r all privately funded projecfs,
the cost must be included in the bid package for purchase from the vendor.
2. The Contr�.ctor shaI1 provide all materials needed to cor�str�ct a fully aperatianal traf'fic signal as
called out for in the plans and specrfications.
3. AIl existing signal equipmerrt shall r�main in place aud operating until new equipment i� in place
and ready to operate.
4. The Cantractor is responsit�le for hauling and praperiy� disposing of sal�aged material from the job
site to a dispasal site of their choosing. The Contractarwill not be allowed fio drop off salvaged
materials at t�e City yards.
Foundations:
CIT Y OF FORT W ORTH
5TANDAR[3CONSTRUCTiON GENERA4NOTES
Version Release December l8, 2p17
1. Dimensions shown on plans fbr lacations of signal foundations, conduit, and other ii;ems may vaty
in order to meet local conditions. All lacations of foundations, conduit, and ground boxes si�all be
approved by the T�•affic Signal Inspector or the City Engineer.
2. Contractor sfiall contact the City traffic szgnal inspectar priar to pouring cabinet faundation to be
sure that template and boIt patterns are correc# for #ype of cabinet being s�applied. Foundation shall
be instalIed per C�ty Specification and City Detail.
3. Pier F'oundations shall be poured to.gethe�• an one piece.
4. No signal poles shall be placed on foundations priar to five (5} calendar days fnllowing pouring of
c oncrete.
5. Contractor shall clean up and remove all loose material resulting from construction operations each
day prior to the work is 6eing suspended.
Controller cabinet concrete apron shall be subsidiary to the bid item for the contraller cabinet
foundation. Cabinet foundation and apron shall be poured together in one piec e.
�ontrpller and Cabinet:
i. Contractor shall install cantroller cabinet and conneet all associated �eld wuing,
2. City will install signal timing and program cnntroller.
Conduit:
i. A continuous grounded systern shall be provided in �'VC conduit by rurming i-#8 bare capper wae
in conduit between foundations and gro�inding at each %undation ground rod,
2. All conduits shall be Schedule 80 PVC.
Electrieal ser�ice shall be installed per City Specifications and City Detail in separate 2" condu�
from the meter to the signal cabinet.
Signal Heads:
l, All signal heads shall be McCainTM, EconoliteTM, or approved equivalent style and dimensions.
2. All s�gnal k�eads shalI be covered with burlap or other appro�e�l material from ihe time o£
instaliatian until the �ignal is placed ira ope�ation.
3. All signal head attachmenis shall be designed such that the wiring to each signal head shall pass
from the mast arm through a rain tight cnnnector to the signal h�ad bracing ar attachment hardware
to the sig[�al head. A smail amflunt of exposed signal cable shalI �'orm a drip loop.
4. Al1 LED signal indications shaEl be General Electric (GE) GelcareTM or equivalent and sl�a[1 meet
t�e latest ITE standards.
5. 5ignai heads (all displays) and pedestrian Walk and Don't Walk heads with countdown displays
shall have LED inserts,
6. Clam-Shell cno�anting asseznblies sksall be used for pedestrian indications.
CITYOF FORT WpRTH
STANI]ARD CONSTAUCTION GENERAL NOTES
Version Release December l$, 2017
7. A11 LED signals shall be of the ir�candescent appearance.
8. AIl signal heads shall ha�e black aluminum, louvered, single piece backplates campatible wit�
MGC31I1TM� EconoliteTM, or approved equivalent signal head l�ousin.gs.
Traffic Signs andPavementMaricing�:
1. All traffic signs and mounting hardware shown on the plans will be furnished and installed by the
cantractor including the metro street name signs, The contractor shall provide a detail sheet for the
metro street name signs wiih block numbers to the City for approvai prior to fabrication and
installatior�.
2. Existing stop signs and posts vvill be removed hy tl�e contractar upon, or before, the signal turn-an.
Detecfion System:
i. Th� Contracto.r shall furnish and install the Iteri�TM Vantage Vector Hybrid Detection 5ystem and
cable.
2. The Contractor shall install, aim and program all detectors as per City Standard Specifieations and
Crty Details.
3. The Contractor shall refer to and City Standard Details and project pl�ns f�r detection znnes
placement.
Emergency Vehicle Preemption Equipment (EVP):
1. The Contractar sY�ap furnish and instalI thc OpticamT"� EVP (detectars, cable, and discriminator
units).
2. The Contractor shall install the EVP detectors on the mast arm as shown on the plans attd
appropriate City Detail, and run one continuo�s EVP cable from the det�ctor to the cabinet
Installation of the EVP system will be paid for per bid item.
Accessible Pedestrian Signal (APS):
1. APS units w ith audible message shal] be installed on aIl TxDOT locations or at the direction of the
City Engineer.
2. APS units shall comply with the latest version of tha Texas Manual an Uniform Traffic Control
Devices (TM[.TTCD).
3. APS units shall be installed per City Standard Specif'�cation and City Datail.
Battery �aclsup:
1. If called out for in ti7e plans, battery baekup units suppl�ed shalI comply with the City S�andard
Specif`ications. Installation shall be completed per Crty Standard Specif'ications and Ciry Detail.
Tra�'fic Control:
1. The Contractor slaall sub�nit a Work �chedule, Traffic Control Plan, and acqu�re a Deveiopment
Permit from Developm�nt Department, at 204 T�xas Street. Contact Chuck McLure (817-392-
72I 9).
CITYOF �'ORT WORTH
STAN17ARd C�IVSTRi1CTIDIY GENERALNOTES
Vecsion Release December 18, 2017
2. Tfne Coaatt'actor shall be responsible for tihe safety of pedestrians and motorists in the area of the
tra�fic signal construction site.
3. Roads and streets shall be l�ept open io traffic at all tim�s. Cantracfor shall arrange construcfion so
as ta close only one Iana of a roadway at a time.
4. All constrLictianoperationsshallheconductedtoprovideminimalint�rferencetotraific. All�raffic
signal equipment instai]ations shall be arranged so as to permit continuous moverrieni of traffic m
all directians at all times.
5, Contractor shall be responsible for any signage necessary during conshuction.
6. Unless otf�erwise noted, it is the contractor's responsibility to ensure that signal indications and
ti.ming a�•e adjusted and maintained to ensure safety in wark za.ne at all times.
7. Any traffic signal modifications during construction are subsidiary to traffic contro[plan (TCP)
pay item.
S. Any tra�ic signal modif'ications should be in compliance wrth the latest version af the Texas
Manual on Uniform Traffic Control De�iees (TMUTCD) and the City af Fori Worth Standards.
9. The contractor shall submit any proposed traffic signal modifical:ions to the Traffc Signal Section
for their appro�al ten { I O) days prior to any cl�anges.
Electric Service:
1. Instatl the required electrie services and obtaul an eleetrieal ser�ice permi� in eaeh instance, cost of
which will be paid by the Contrac�or.
2. The electrical service shall be 100 amps with 120/240 voltage branch circuit and shall compl;y� wrth
City Standard Specifications and City Details as applicab�e per plans,
Luminaires:
1, The City will not furnish luminaire ma#erial to the contractor. The Contractor shall furnish and
install LED luminaires fortraffic signals in accordancewiti�the latest City Standard Speeif"�cations,
City Details, and plans.
2. Al[ new streetlight pale types shall match those ai the surrounding area of �'art Worth for which
they are being installed in. Contactthe City Traffic Management, 5treetLight 5ection at (8l7) 392-
7738 for direction on light pale types al[owed areas. The same poEes shall be cons�stently used
throughout subdi�isions.
C1TY OF FORT WORTH
STANDARD CONST RUCTION GENEI2AL NDTES
Versian Release 17ecember 18,2p17
S]D�1.OD S�andard Construction l�eta�
7C�CI� P�G�C �L�E �+'�' �'Y'El�T'�C��I�T�]L����OTI�
2a22 CnncreteRestoi�atzonConiractl
City ProjectNa.143�}45
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R1 " TYP.
—Ques�ions on this �roject Gall�-
(S 17) 39� � XXXX _
After Hours Cal�: (�1 �) 392 � XXXX
FpNTS:
�QRT WQRTH LOGO IN CHEL7INCHAIUI BOLb
ALL DTHE}� LETTERING IN A�21AL BOLQ
CQLOitS:
FORT WORTH - PM5 288 - BLUE
LONGHORN LOGO - PMS T25 - BROWN
LETTERING - PMS 288 - BLUE
BACKCsROUN� - WHITE
BOR�ER.BLUE
� " 7YP.
1 ��
2
11 ��
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NDTES:
I�' APPLICABLE TO THE PROJECT,
CONTIZACTOR SHALL OB7Al[� VIIVYL
STICKER "CIiY GAS LEASE REVElVUE
IN AC710H" ! L�GO AT CD�2 SIGN AND
ENGRAVING, fi3i1 EAS7 L.ANCAST��2
AV� {917-451-4684}, PEELAN� PLACE
IN FUNUINCn SECT�flN.
PROJECT DESIGNAI�I�N SIGN
NOTES TO DESIGNER:
1. FlLL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE.
2. SET GRADES TO CONVEY STORMWATER WITHIN R.O.W. OR EASEMENTS.
3. REVISE DETAIL AS NECESSARY TO MATCH ACNAL ROADWAY DESIGN.
4. MODIFY DETAIL TO MEET SPECIFIC CONDITIONS. X' STANDARD -
I SIDEWALK
5. DUMMY JOINT SPACING SAME AS SIDEWALK WIDTH. —
I I zQ
� ' --I ��1
�DUMMY JOINT�
� SPACING � o 0
I I N
�
STD. CURB S�
�& GUTfER S,�
io
�
11'-0" FOR SINGLE DWY.
18'-0" FOR DOUBLE DWY.
SEE NOTE 2 �
_�A
REINFORCE 6" �
DRIVE W/ #3 I
BARS � 18" I
O.C.B.W. I
I
� SAWED DUMMYJ'
JOINT PER �
� 32 13 13-516 �
SEE �
NOTE 3 ,
REINFORCE X" WALK
WITH #3 BARS �
�a^ o.c.a.w.
_ R.O.
z�
��I I
1 I
,�nol I
oN I
�
y � '
A
CONSTRUCiION JOINT
PER 32 13 13-D511 10'-0�' MIN. SINGLE DWY.
OR 32 13 13-D512 17 -0 MIN. DOUBLE DWY.
20'-0' MIN. SINGLE DWY.
27'-0" MIN. DOUBLE DWY.
DRIVEWAY PAY LIMIT
PARKWAY WIDiH —
SAWED DUMMY JOINT
PER 32 13 13-516 �
- REINFORCE 6" DRIVE �
W/#3 BARS � 18" �
O.C.B.W. a
— — Ys P 2%�q�L •)
#3 BARS O 18"
o.c.e.w.
T 2 :'
;, ,�a„
lY
#4 x 24" SMOO1H J
DOWEL O 18" O.C.
EXPANSION JOINT, FORMED GROOVE
ROUNDED TO Ya" RADIUS WITH
6" 6" � SILICONE JOINT SEALER AND
REDWOOD EXP. JOINT FILLER
z� PER 32 13 13-D517
z� /
1Y4" MIN. CLEARANCE
. _4' ; a.'. `r. . . ;�
��=��
COMPACTED J
SUBGRADE PER
SEC110N 32 13 20
#4 x 20" SMOOTH
DOWEL � 18" O.C.
INTO EXISIING
PAVEMENT
DRIVEWAY NOTES:
1. DRIVEWAY PAY UMIT WILL BE MEASURED FROM BACK OF iHE
PROJECiED CURB, INCLUDING THE AREA OF THE CURB RADII
AND NALL EXiEND TO THE LIMITS SPECIFIED IN THE DRAWINGS.
2. INSTALL EXPANSION JOINT (SEE DETAIL - THIS SHEE� WFiERE
DRIVEWAY CONNECTS TO SIDEWALK. PLACE EXPANSION JOINT
FOR CONNECiION TO EXIST DRIVE AT BACK OF SIDEWALK. IF
DRIVE CONSTRUCTION EXTENDS BEYOND ROW, PLACE
EXPANSION JOINT AT BACK OF SIDEWALK iHEN PLACE
CONSTRUCiION JOINT PER 32 13 13-D512 AT CONNECTION
1MTH EXISi1NG DRIVE.
3. DUMMY JOINT IN DRIVEWAY RAMP IS OPiIONAL IN 11'-0'
DRIVEWAY ONLY. DUMMY JOINT(S) IN DRIVE REQUIRED TO
CORRESPOND NAiH JOINT(S) IN CONCRETE PAVING.
4. SIDEWAIJ( SECi10N THRU DRIVEWAY TO BE POURED SAME
THICKNESS AS DRIVEWAY APPROACH, AND PAID FOR AS
DRIVEWAY APPROACH. EXISTING SIDEWALK, IF ANY, SHALL BE
REMOVED AND REPLACED.
5. MATCH CONCRETE PAVING THICKNESS FROM BACK OF CURB
TO CONSiRUCiION JOINT ilE IN TO CONCRETE PAVING.
6. THE GRADE BREAK AT THE GUTiER LINE AND AT ANY POINT
WIiHIN 10 FEET OF GUTiER LJNE MUST NOT EXCEED 12
PERCENT.
7. ALL CONCREiE SHALL BE CLASS "A" PER SECiION 32 13 20.
3 2"
d
�I
I 'o f
_' SIDEWALK
0.5% (MIN.)
2% MAX
SEE NOTE 2
GUTTER
CONSTRUCTION JOINT
PER 32 13 13-D511
OR 32 13 13-D512
9" BLOCKOUT FROM
BACK OF CURB FOR
DRIVEWAY APPROACH
CONCRETE
PAVEMENT 1 " MIN.
• EXISiING CONCRETE CLE RANC
DRIVE/SIDEWALK 2�
9"
BLOCKOUT
......................................................
I
6"
COMPACTED MIN
SUBGRADE PER
SECiION 32 13 20
"��!" '0�,�, P;;'•' "1 ""'""�,� CONSTRUCTION JOINT
SEE NOTE 4 � �:� ..%.:Q., . ` •
COMPACIED �`�,','�''tl'•'`'''' �.'.'`�` PER 321313—D511
SUBGRADE PER OR 32 13 13—D512
SECTION 32 13 20 �� SEE NOiE 5
� STABILIZED SUBGRADE
cYi PER PAVING TYPICAL
m SECTION
�— � 2"
DOWEL COATII
W/ GREASE
���
-DOWEL SLEEVE OR
CAP TO FIT DOWEL
AND BE SECURED
BAR STOP
EXPANSION JOINT WITHOUT #3 BARS O 18"
DOWEL SUPPORT BASKET /�O.C.B.W.
PER 32 13 13—D517 /1
PROPOSED DRIVE
�
BAR
���--�
�����
�� � �
DOWEL SLEEVE OR CAP
TO FIT DOWEL AND BE
SECURED
NOTES:
1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE
GUTiER WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCREfE PAVEMENT, THE RAMP WIDTH,
CURB TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO
THE CURB AND PAVEMENT WITH �3 BARS (12" LONG ON 18"
CENTERS). THE COST OF THE DOWELING SHALL BE SUBSIDIARY TO
THE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP
AREA.
NOTES TO DESIGNER:
1. DESIGNER TO COMPLY NATH THE MASTER THOROUGHFARE PLAN ADOPTED
MAY 2016.
EXPANSION JOINT
(TYP•)
�
� �
¢
w �
0
� y
2% �
MAX. � �
�
�
�
� -----
6" CURB � 2�
(AS REQUIRED) MAX.
�
I aa�
LIMITS OF PAYMENT --� � a�^
FOR RAMP �� � N o
I � N
�
TURNING SPACE —
(5' X 5' MIN.)
�
I RAMP
SIDEWALK c�.i � � N a 12:1 MAX.
I 20:1 MIN.
�
�
�L � �L J� �L � — T� S — �' —
� � � � � �� � ��
FACE OF CURB
NON-WALKING
SURFACE
i i � ��
i �
i
�
i , �.'..
i � �. +
i '.'�'
� 'i
�
�
�\
NON-WALKING SURFACE
EXPANSION JOINT
��•)
�� FACE OF CURB
�
�
��
I
�� 6" CURB
� (AS REOUIRED)
�
�
l
�i
�
i 1' RADIUS
.}at.";'.�' � \
yiyi�y� / ` DETECTABLE WARNING
SURFACE PER 32 13 20-D545
/
/
. '
, /
\ / � SEE NOTES 1 & 2
\� i
1' RADIUS
6" CURB
(AS REOUIRED)
5' MIN. LANDING
CURB RAMP
2�
M AX.
CURB RAMP
12:1 MAX. SLOPE
FACE OF CURB
ADJOINING SURFACE
MAXIMUM SLOPE
20:1
r�
SECTION A-A
COUNTER SLOPE OF SURFACES
ADJACENT TO CURB RAMPS
EXPANSION JOINT
�T�-)
SIDEWALK TRANSITION
(1YP•)
q
NOTES TO DESIGNER: � /
1.DESIGNER TO COMPLY WITH THE MASIER THOROUGHFARE PLAN ADOPTED
MAY 2016.
NOTES:
1. LIMITS OF PAYMENT FOR RAMP
INCLUDES THE CONCRETE GUTTER WIDTH
ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE
PAVEMENT, THE RAMP WIDTH, CURB
TRANSIl10N, AND LANDING LIMITS SHALL
BE DOWELED INTO THE CURB AND
PAVEMENT WITH #3 BARS (12" LONG
ON 18' CENTERS). THE COST OF THE
DOWELING SHALL BE SUBSIDIARY TO
THE COST OF lHE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT
TO BE PLACm IN RAMP AREA.
/LANDING
(5' X 5' MIN.)
LJMITS OF PAYMENT� /
FOR RAMP
SIDEWALK TRANSIiION � /
(TYP•)
EXPANSION JOINT LANDING
(7yp,) � (5' X 5' MIN.)
\
SIDEWALK � ¢ � C'• �
N � / � ��� ,0.1
�/ � 9 f MC„
� � 2 .
¢ �L �L
3
o �
N
� �
2% �'
MAX �
� �
�
� �
� � �
� �
�
/ �
�
72 RqMP �.� i ;`.'.
7
2p. � M�
\ o.�� �
� � � � � /
� � � � � �� ,p�
�L J� �L �L �L � N`Px� /
i. .i, .�. ..i, _ .i. �
NON-WALKING
SURFACE
FACE OF CURB
t�
/� q
2 �/
� V
SEE N07E5 1 & 2
L� � �-- DETECTABLE WARNING
� SURFACE (TYP.)
NOTES:
1. LJMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER WIDTH ALONG
7HE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH, CURB TRANSITION,
AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND PAVEMENT WITH #3
BARS (12" LONG ON 18" CENTERS). THE COST OF THE DOWELJNG SHALL BE
SUBSIDIARY TO THE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA.
EXPANSION JOINT
��-)
SIDEWALK N �
NOTES TO DESIGNER
1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED A�AY 2016.
SIDEWALK TRANSITION
�T�-)
EXPANSION JOINT
� (TYP.)
N � SIDEWALK
� ----- I
LANDING
(5' X 5' MIN.) I
I
I I
J
WALKING �
SURFACE� �
� /
� 10:1
� MAX.
X
a a �
f �
¢ �
��o
� N
�
� DETECTABLE WARNING
� SURFACE PER 32 13 20-D545
/ \� LIMITS OF PAYMENT
\ � FOR RAMP
10:1
MAX. �
I I
CURB 5' CURB FACE OF CUR6
1RANSIl10N MIN. TRANSIl10N
SEE NOTES 1 & 2
NOTES:
1. LJMITS OF PAYMENT FOR RAMP INCLUDES THE CONCRETE GUTTER
WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCREfE PAVEMENT, THE RAMP WIDTH, CURB
TRANSI110N. AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB
AND PAVEMENT WITH #3 BARS (12" LONG ON 18' CENTERS). THE
COST OF THE DOWELJNG SHALL BE SUBSIDIARY TO THE COST OF THE
CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA.
NOTES TO DESIGNER:
1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED
MAY 2016.
6" CURB
(AS REQUIRED) -
EXPANSION JOINT r
(TYP•) � I
RAMP _
SIDEWALK N a I 12:1 MAX.
� I 20:1 MIN.
LIMITS OF PAYMENT
FOR RAMP
LANDING
(5' X 5� MIN.)
x
.� .� �.� � :�- � I N��
NON-WALKING � � � �' �
SURFACE �` � � � � � I
� � � � � I
� .........
SIDEWALK 7RANSIl10N
��•)
- EXPANSION JOINT
(TYP•)
RAMP
12:1 MAX. N Q SIDEWALK
20:1 MIN. I �
I
� � �
� � � � � � �
� � � � � �
� � � � � �
� � � � � �
� �
DEfECTABLE WARNING — _ _
SURFACE 5'
PER 32 13 20-D545 �M�N� 6" CURB FACE OF CURB
(AS REQUIRED)
SEE NOTES 1 & 2
NOTES:
1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE CONCREfE GUTTER WID7H ALONG
THE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP WIDTH, CURB
TRANSITION, AND LANDING LIMITS SHALL BE DOWELED INTO THE CURB AND
PAVEMENT WITH #3 BARS (12" LONG ON 18" CENTERS). THE COST OF THE
DOWELING SHALL BE SUBSIDIARY TO THE COST OF 7HE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN RAMP AREA.
IXPANSION JOINT
��•)
SIDEWALK N �
NOTES TO DESIGNER:
1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE PLAN ADOPTED MAY 2016
LANDING
(5' X 5' �IIN.)
6" CURB DEfECTABLE WARNING
SURFACE
(AS RE�UIRED) PER 32 13 20-D545
� I -- ---- - -____ ;
RAMP
12:1 MAX.
20:1 MIN.
y� x
N ¢
�
Z RAMP
� 12:1 MAX.
� 20:1 MIN.
SIDEWALK TRANSITION
(TYP•)
EXPANSION JOINT
�T�-)
� Q SIDEWALK
N �
I
- - - - - - - - - - - J
CURB 5 CURB FACE OF CURB
7RANSI110N MIN. TRANSITION
SEE NOTES 1 & 2
LJMITS OF PAYMENT
FOR RAMP
i� uMiTS OF PAYMENT FOR RAMP INCLUDES THE
CONCREfE GUTTER WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP
WIDTH, CURB TRANSI110N, AND LANDING LIMITS SHALL BE
DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS
(12" LONG ON 18" CENTERS). THE COST OF THE DOWELING
SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUIS ARE NOT TO BE PLACED IN
RAMP AREA.
4. IF THE DISTANCE FROM THE END OF THE RAMP TO THE
BACK OF CURB IS GREATER THAN 5 FEEf, DEfECTABLE
WARNING SURFACE SHALL BE PLACED ON THE LOWER
LANDING AT THE BACK OF CURB AND RUN THE EN11RE
LENGTH OF 7HE OPENING. SLOPE TO BE 29' MAX. IN ALL
DIRECl10NS.
NOTES TO DESIGNER:
1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE
PLAN ADOPTED MAY 2016.
SIDEWALK
rnnNsrnoN
i�•)
EXPANSION JOINT
�T�•)
6" CURB
(AS REQUIRED)
DETECTABLE WARNING
SURFACE OPTIONAL LOCATION
�
0
Z
w
�
�
Y
J
¢
w � �
O
N � �
2�
MAX. � �`
---�Ji �L
LANDING
(5� X 5' MIN.)
X
a ��
�
¢ �
� ^o
CV N
I +
+;+
. .
�i+;+i+'
..+..
� �
— . . . +..i'
I 4;4i{;+{±�±'« J
I s a a a a a/+
s a a a a
.,
.,.
I.++ �
.
� �.
/
/
I /
5' MIN.
RAMP
WIDTH
NON WALKING
SURFACE
I� �
I � Z
I� � � �
I �
.�. .�.
I � 6" CURB
I�
� FACE OF
CURB
�
I LIMITS OF PAYMENT
, FOR RAMP
�
'�- 1' RADIUS
� DETECTABLE WARNING SURFACE
PER 32 13 20-D545
� SEE NOTES 1 & 2
NOTES:
1. IJMITS OF PAYMENT FOR RAMP INCLUDES �l-IE
CONCREfE GUTTER WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP
WIDTH, CURB TRANSIl10N, AND LANDING LJMITS SHALL BE
DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS
(12' LONG ON 18" CENTERS). THE COST OF THE DOWELING
SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN
RAMP AREA.
4. IF THE DISTANCE FROM THE END OF THE RAMP TO THE
BACK OF CURB IS GREATER THAN 5 FEET, DETECTABLE
WARNING SURFACE SHALL BE PLACED ON THE LOWER
LANDING AT THE BACK OF CURB AND RUN THE ENl1RE
LENGTH OF THE OPENING. SLOPE TO BE 2% MAX. IN ALL
DIRECl10NS.
NOTES TO DESIGNER:
1_DESIGNER TO COMPLY WI1H THE MASIER THOROUGHFARE
PLAN ADOPTED MAY 2016.
EXPANSION JOINT
(TYP•)
6" CURB
(AS REQUIRED)
5' MIN.
Y
J
3
w
0
N
2�
MAX.
LANDING
(5' X 5' MIN.)
FACE OF CURB
I
I � z
�
I
DETECTABLE WARNING
SURFACE OP110NAL LOCAl10N
�
�
O
Z
�
X
a a�
� �
¢ �
� ^o
N N
I
I Z
0
m F
I � N
� Z
c� a
I �
- - �+j +-,;�
. .�,�
p;. .,1
�'•':':;1
,,.
�i�a �a�
i,�+y♦� ++�
� '•'•'- ir
;:;:,:'=i /
. . .�.�
,•/
3�� /�
�
�
/ 5' MIN.
RAMP
WIDTH
�
, SEE NOlES 1 & 2
/
DETECTABLE WARNING SURFACE
PER 32 13 20-D545
NOTES:
1. LJMITS OF PAYMENT FOR RAMP INCLUDES THE
CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCREfE PAVEMENT, THE RAMP
WIDTH, CURB TRANSITION. AND LANDING LJMITS SHALL BE
DOWELED INTO THE CURB AND PAVEMENT WITH #3 BARS
(12" LONG ON 18" CENTERS). THE COST OF THE DOWELING
SHALL BE SUBSIDIARY TO �1-IE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN
RAMP AREA.
NOTES TO DESIGNER:
1.DESIGNER TO COMPLY WITH THE MAS7ER THOROUGHFARE
PLAN ADOPTED MAY 2016.
Y
¢
3
SEE NOTES 1& 2 u�i
� o
� � � � � V
�
� 10:1
� MAX.
�
\ \
\
I
;n z I
� I
I
/ /
/
/
� 10:1 _
_ MAX.
.r'+.�'+'}
X
� �
� N
LANDING
(5' X 5' MIN.)
X
� �
CV N
-DEfECTABLE WARNING
SURFACE (TYP.)
PER 32 13 20-D545
---- i
10:1
MAX. �
�
�
// .
/
I
�I LIMITS OF PAYMENT
FOR RAMP
�
\ \
\
\
10:1 �
MAX. �
� �
- - - - - - - - - �
� CURB 5' CURB
TRANSITION MIN. TRANSITION
SEE NOTES 1 & 2
FACE OF CURB
FACE OF CURB
NOTES:
1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE
CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP
WIDTH, CURB TRANSITION, AND LANDING LJMITS SHALL BE
DOWELED INTO THE CURB AND PAVEMENT WITH �3 BARS
(12" LONG ON 1 B" CENTERS). �1-IE COST OF THE DOWELING
SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN
RAMP AREA.
NOTES TO DESIGNER:
1.DESIGNER TO COMPLY WITH lHE MASTER THOROUGHFARE
PLAN ADOPTED MAY 2016.
SEE NOTES 1& 2 �
a
v3i DETECTABLE WARNING
p SURFACE (TYP.)
� PER 32 13 20-D545
U
i— — — 1 � FACE OF CURB
� �W I � �
� � NON-WALKING SURFACE
I I� `L (LANDSCAPED AREA)
6" CURB (ALJGN `�' ' � �f
PARALLEL WITH � � I a¢ z � �
CROSS WALK) � � �
� ��o I J� w
�
� � N I� �' LIMITS OF PAYMENT
� �, I � � FOR RAMP
� I LANDING �
in � �' (5' X 5' MIN.) � �L �L
� I '�1� �
� �1( I � �
�L � I X � �I/
Z
Ji ��� I y �
¢��
�L �I/ � N N �J/ �
� � �
� �
� � I I� �
� �0' s � � _ _ � � � .. I �/ �/
I'
� � I
5'
SEE NOTES 1& 2 MIN.
FACE OF CURB
NOTES:
1. LIMITS OF PAYMENT FOR RAMP INCLUDES THE
CONCRETE GUTTER WIDTH ALONG THE RAMP OPENING.
2. WHEN ADJACENT TO CONCRETE PAVEMENT, THE RAMP
WIDTH, CURB TRANSITION, AND LANDING LIMITS SHALL BE
DOWELED INTO 'fHE CURB AND PAVEMENT WITH �3 BARS
(12" LONG ON 18" CENTERS). THE COST OF THE DOWELING
SHALL BE SUBSIDIARY TO THE COST OF THE CURB RAMP.
3. VALVE BOXES/CLEANOUTS ARE NOT TO BE PLACED IN
RAMP AREA.
NOTES TO DESIGNER:
1. DESIGNER TO COMPLY WITH THE MASTER THOROUGHFARE
PLAN ADOPTED MAY 2016.
SEE NOTES 7
6" CURB (ALIGN PARALLEL
WI�I-I CROSSWALK)
Y
J
& 2 3
�
o DETECTABLE WARNING
� SURFACE (TYP.)
PER 32 13 20-D545
I I FACE OF CURB
,�,y +�+� I �
'+'.'. , .
� . . . . . . , , . . 1
IN1�
.........�.��I
�- --- �
5'
SEE NOTES 1& 2� MIN.
� Iz
�
OF CURB
�` z
oa
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FW¢�
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� a
a
SIDE FLARE
�T�•)
/ a�
�
¢
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DETECTABLE
WARNING SURFACE
DETAIL "A"
TYPICAL PLACEMENT OF DETECTABLE FACE OF CURB
WARNING SURFACE ON SLOPING RAMP RUN
DETECTABLE WARNING PAVERS PREFABRICATED DETECTABLE WARNING
WITH TRUNCATED DOMES PANEL WITH TRUNCATED DOMES
�!4 REBAR AT 18" O.C.
(MAX.) BOTH WAYS
�
1" MORTAR BED
�
COMPACTED� �MINIMUM 5" DEPTH
SUBGRADE (EXCLUSIVE OF DETECTABLE
WARNING MATERIAL)
#4 REBAR AT 18" O.C. CLASS A CONCRETE (SHALL CONFORM
TO SECTION 03 30 00 OF THE STANDARD
(MAX.) BOTH WAYS SECTION VIEW CONSTRUC110N SPECIFICATIONS)
SIDEWALK
O Z
a J
O�j
RAMP � o �
wW
��
LANDING
RAMP I SIDEWALK
00000000000
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N � o0000000000
00000000000
�ETECTABLE
WARNING SURFACE FACE OF CURB
DETAIL "B"
TYPICAL PLACEMENT OF DETECTABLE
WARNING SURFACE ON LANDING AT STREET EDGE
NOTES:
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS
OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705 OF 1HE 2012 TEXAS
ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES, INCLUDIN6 SIDE FLARES. FURNISH AND INSTALL AN
APPROVED DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT
TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW
WATER TO ACCUMULATE.
3. ALIGN THE ROWS OF TRUNCATED DOMES TO BE PERPENDICULAR TO THE GRADE
BREAK BETWEEN THE RAMP RUN AND THE STREET.
4. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE
DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB
RAMP OR LANDING WFiERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST
THE CURB LINE IS AT THE EXTENSION OF THE BACK OF CURB. DETECTABLE
WARNING SURFACES MAY BE CURVED ALONG A CORNER RADIUS.
6. FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF
ASTM C-936. LAY IN A TWO BY TWO UNIT BASKET WAVE PATTERN OR AS
DIRECTED BY ENGINEER.
7. LAY FULL-SIZE UNIT FlRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT
LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS
USING A POWER SAW. DETAILS ARE PROVIDED HEREIN FOR THE PLACEMENT OF
PAVERS. FOR OTHER MATERIALS, REFER TO THE MANUFACTURER'S PRODUCT
MANUAL FOR PROPER INSTALLAl10N.
8. THE FOLLOWING IS AN APPROVED LIST OF CAST-IN-PLACE DETECTABLE WARNING
MATERIALS AND THEIR MANUFACTURERS:
8.1. ARMOR TILE (VITRIFlED POLYMER COMPOSITE) BY ENGINEERED PLASTICS. INC..
WILLIAMSVILIE, NY.
8.2. TACl1LE PAVERS (FIRED CLAY PAVERS) BY PINE HALL BRICK; WINSTON-SALEM,
N C.
8.3. DEfECTABLE WARNING PAVER (FIRED CLAY PAVERS) BY WESTERN BRICK CO.,
HOUSTON, TX.
9. THE ABOVE LIST OF DETECTABLE WARNING MATERIALS OR THEIR APPROVED EQUAL
SHALL BE USED AS THE DETECTABLE WARNING SURFACE ON CURB RAMPS AS
SHOWN IN THE STANDARD DETAILS.
�3 BARS O 1B" O.C.B.jN.
�
�t �
�
�1�
�2• �oNc ,�4 eAR
0 24" o.c.
��
3" �
�" REDj�00D BQ(�RD FULL
DEPTH uF SIDE'�ryALIC
rTHIS HALF OF DO�JEL TD BE
COATED WITH ASPHALT.
2,_�.
SLIP CAP
s4' ,�4 stilooni RouN�
BAR O 24" O.C. �IAXIMU�I
EXPANSION JOINT DETAIL
s' MiN.
SIDE�ALK C,F�OSS SLOPE
2'Jt' M�,x. 'N ! �- � l
�3 eARs o 1s'
O.C.B.W.
���
COI�PACIED
SUBGRADE TO
9'0'J6' DE1�SIlY
SEC TION VIEW
SIDEWALK ADJAC ENT TO C URB
�w►.eu �Rwve
�" DEEP
3
SIDE�A�LICL APID EVERY OINT��I�T�H REDV�(OOD BOARD EVERY 40' (�IAX.) FOR 4'
(MAX.) FOR G' SIDEVIALK APID AT ALL RADII POINT'S
� � � �N JOINT DETAIL)
�I
�
� � —� ��� � —�—I
-� -I-- � I - � �- -f �I-
��-I I-�� -I-I-
�
�3 BARS O iB' O.C.B.�!
PLAN
REINFORC ED C ONC RETE SIDEINALK
6' 8'
3/4" CHA�FER
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