HomeMy WebLinkAboutContract 44542 (2)�riginal
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PROJECT MANUAL
FOR
THE CONSTRUCTION OF
CITY SECRETARY � ,
CONTRACT N0. � .� � �
West Downtown Structural Rehabilitation Phase 1— W l Oth Street
City Project No. 01364
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Transportation and Public Works
2012
BR�WN �� � W ��;� �6; z,�eoo
& GAY TBPE R�A st�ralion NoNF 1046
ENGINEERS, INC.
QFF��iI�� ���iQ��
GIiY S�Ci�E�'�►RY
�'"�'� lIM��"M�f '��
RECL�V�'� ��J�9 1 �' ZOi3
F�+�R.T ��I.RTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
West Downtown Structural Rehabilitation Phase 1— W l Oth Street
City Project No. 01364
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
Transporiation aud Public Works
2012
�ROl�N Brown 8 Gay Engineers, Inc.
500 West 7� Street, Suite 1800
FoA Worih, TX 76102
& GAY Te1:817-887�5130
Fau: 817-887�6135
- Civil engineers 8 surveyors -
TBPE Registration No. F-7046
ENGINEERS, INC.
000000-�
TABLE OF CONTENTS
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
00 OS 10 Mayor and Council Communication
00 OS 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Affidavit
00 41 00 Bid Form
00 42 43 Proposal Forin Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 14 In-Situ Structural Rehabilitation Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 39 Minority and Women Business Enterprise Goal
00 45 40 Minority Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division Ol - General Requirements
O1 11 00 Summary of Work
O1 25 00 Substitution Procedures
Ol 31 19 Preconstruction Meeting
O1 31 20 Project Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 33 00 Submittals
O1 35 13 Special Project Procedures
O1 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
O1 55 26 Street Use Permit and Modifications to Traffic Control
Ol 57 13 Storm Water Pollution Prevention Plan
O1 58 13 Temporary Project Signage
O1 60 00 Product Requirements
O1 66 00 Product Storage and Handling Requirements
O1 70 00 Mobilization and Remobilization
Ol 71 23 Construction Staking
01 74 23 Cleaning
O1 77 19 Closeout Requirements
O1 78 23 Operation and Maintenance Data
O1 78 39 Project Record Documents
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised August 20, 2012
ADD�NDUM NO. 4
000000-a
TABLE OF CONTENTS
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Technical Speci�cations which have been modii►ed by the Engineer speci�cally for this
Project; hard copies are included in the Project's Contract Documents
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
Division 39 — Trenchless Technologies
39 00 00 Cleaning and Preparation of Storm Drains for Structural In-Situ Rehabilitation
39 00 O1 Spiral Wound PVC Liner Pipe
39 00 02 Structural Geopolymer Lining System
39 00 03 Non-Circular Cured-In-Place-Pipe
39 00 04 Storm Water Field Order Allowance
Technical Speci�cations listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
https•//projectpoint buzzsaw com/client/fortworth�ov/Infrastructure Proiects/01364 - West
Downtown Storm Drain Structural Rehabilitation/General Contract Documents and
�ecifications/Final Project Manual
Division 02 - �xisting Conditions
02 41 14 Utility Removal/Abandoiunent
Division 03 - Concrete
03 80 00 Modifications to Existing Concrete Structures
Division 31 - Earthworlc
31 25 00 Erosion and Sediment Control
Division 32 - Exterior Improvements
32 O1 17 Permanent Asphalt Pavement Repair
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testing
33 O1 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypass Pumping of Existing Sewer Systems
33 OS 10 Utility Trench Excavation, Embedment, and Backfill
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 41 10 Reinforced Concrete Storm Drain Culverts
33 49 10 Cast-In-Place Storm Drain Manholes and Junction Boxes
Division 34 - Transportation
34 71 13 Traffic Contt•ol
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 20, 2012
ADDENDUM NO. 4
West Downtown Structura( Rehabilitation— W 10'" Street
O1364
000000-3
TABLE OF CONTENTS
Page 3 of 3
1 GC-4.06 Hazardous Environmental Condition at Site
2 GC-6.06.D Minority and Women Owned Business Enterprise Compliance
3 GC-6.07 Wage Rates
4 GC-6.09 Permits and Utilities
5 GC-6.24 Nondiscrimination
6 GR-01 60 00 Product Requirements
7 END OF SECTION
CITY OF FORT WORTH West Downtown Structural Rehabilitation— W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised August 20, 2012
ADD�NDU114 NO. 4
M&C Review
CITY COUNCIL AGENDA
DAl`E
CODE:
SUBJECT:
Page 1 of 2
Official site of the City of Fort Worth, Texas
FORT� 11
�
COUNCIL ACTION: Approved on 6I4/2013
6/4/2013 REFERENCE **C-26288 LOG NAME: 20SW W DOWNTOWN
NO.: STRUCTURAL CONSTRUCTION
C TYPE: CONSENT PUBLIC NO
HEARING:
Authorize Execution of a Contract with SAK Construction, LLC, in the Amount of
$797,360.00 for Structural Rehabilitation of Drainage Pipe Along West 10th Street, and
Provide for Contingencies and Construction Services for a Total Project in the Amount of
$902,360.00 (COUNCIL DISTRICT 9)
-__ --
_ . - _ -_- -=�
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with SAK Construction,
LLC, in the amount of $797,360.00 for the Structural Rehabilitation of drainage pipe along West 10th
Street Project.
DISCUSSION:
�� The purpose of this Mayor and Council Communication is to authorize the execution of a contract
with SAK Construction, LLC, in the amount of $797,360.00. The construction of this project will
provide structural rehabilitation of the existing stone arch drainage pipe beneath Tenth Street
between Cherry Street and Lexington Street.
, This project was advertised for bid in the Fort Worth Star-Telegram on January 3, 2013 and January
10, 2013. On March 7, 2013 the following bids were received:
n
It is recommended that a contract be awarded in the amount of $797,360.00 to SAK Construction,
LLC. A pre-established field order allowance in the amount of $50,000.00 is included in the
bid. Costs for the implementation of this project will be funded by the Stormwater Capital Projects
Bond Fund.
Funding in the amount of $80,000.00 is included in this request for associated construction survey,
materials testing, and inspection services. The contingency fund established for this project for
possible change orders is in the amount of $25,000.00.
MWBE Office: SAK Construction, LLC, is in compliance with the City's BDE Ordinance by committing
to 10 percent MBE participation. The City's MBE goal on this project is 10 percent.
This project is located in COUNCIL DISTRICT 9, Mapsco 76D.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
� budget, as appropriated, of the Stormwater Capital Projects Bond Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P227 541200 209280136483 �797,360.00
http://www.fortworthgov.org/council_packet/mc_review.asp?ID=18476&councildate=6/4/2.,. 6/5/2013
M&C Review
Page 2 of 2
_ __ _ _ ._ _ _ _ _
Submitted for City Manager's Office bv: Fernando Costa (6122)
Originating_Department Head: Douglas W. Wiersig (7801)
Additional Information Contact: Michael Owen (8079)
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ATTACHMENTS
01364_W Downtown Structural_Map Phase 1.pdf
http://www.fortworthgov. org/council_packedmc_review.asp?ID=18476&councildate=6/4/2... 6/5/2013
000sis-i
ADDENDA
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SECTION 00 0515
ADDENDA
END OF SECTION
CITY OF FORT WORTH ,
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
West Downtown Structural Rehabilitation — W 10`� Street
01364
ci�rY o� �aR�r wo�rN, �-�xas
TR�iNSf'f.�RTATEC?N $� PUBLtC 1fVORKS DEPARittI�EN�"
A�I��N�UN'! N0.1
to the
Speci�cations & Cor�tract Dacum�nts
far
V�IESi DCJVYNi41NN aTRUCTURAL REHA�31LlTAT�t,}N i�HASE '� — W 1 f}�" STR��i'
c��nr PROJ�C7 Nc�, q13s4
Bid Submittal [�ue Dafe: fief�ruaty 28, �013
Addendu►n Na. �1 Issti�d: Janu�ty 95, 209�
The Speci�catians, Contracf t]oc�ments and 17rawings for #h� abave menfioned projeck are revised and
amended as fallqws:
�'RpJECT MANUAL
�. S�CiION 00 '! 1 93 - tNViTATIdN T4 �lqf��aS
Prebid Conference r�ui5ed �s follaws:
QATE: January 22, 2Q98
TiME: �:00 PM
PLACE: Cit� H�I) �i0d0 i"(�rackmorton Sireet, Fort Worih, Texas 76902
L.00ATION: 2" �loar, TPW Raom 270
2, SECTiflN 00 24 13 — INSTRUCTION T(7 BiDD�RS
Seciian 3.�,8 � Prebld me�ting revised tt� 0'f1�2t2413
3. TECHNICfiL SpEeiF[CA�'I�NS
Tec3tnica! Specificatians were r�vissd 92/20/12 ar►d up(oade� to Buzzsaw Q9108113 arid �pply to
this pr�ject. All specifieations have beert cppied tu the prnject �uzzsaw folder at:
httas://proiectpoint.buzzsaw.com/client/forfwarthr�ov/fnfrasfructure%20Proiects/(31364 / 20-
%20Wesf%20Downfown%205tarm%20Drain%205trucfural %20RehabllifationBid°1o20Package/Te
chnica!%20Specs
4. GC-�A2—SU�SUR�ACEANpI'MYSICAk.GOhfDI7fCiNS
i'elevision Inspectinn of West Tenth Sireet Storm Sewer October 20�2 �GN
Flles which carr�spand wiEh th� referenced report haue been uplo�ded fa the praject
�uazsaw foldar �t:
hftps://�rojectpoini. buzzsaw.com/elienf/forfworthqoy/Infrastructure%24Pro,�ects/09364%20-
.°1o20Wesf%2QDowntown%205torm%20flrain%ZOSfructuret%201?ehabflitafion/Bid %20Packaqe/C
C7'f/
Addendum i�a.1 'i af 2 .lanuary 15, 2Q13
Mar. 7. 2013 11;38AM SAK Construction, LLC
No, 5631 P, 3
C �' b C
INFt�RMAT101VTQ HII�p�R8:
7his Addandum No. 1, forms p�r�oPthe $peolfl�tlons � Contrao� pocumenfs forthe above neferenced
pro)ecf and modlfies ihe orlginal Sp�ciflcAt�ans & Contract I�ocumente of the same-
Acknowledge your recelpE of thls Addendum No. 1 by completing the r�qu�sted lnformatlon at the
following locations:
(� ) In the sp�ce prav(da on the 6ighature page af the proposal
(2) Indlcat� (n upper aase letters on 1he ou%id� of your 9ealed bid envelop:
"RECEIV�D & AGKNOWLEDqED ADDENL�UM N0.1"
(a) �c�oute acknowledgement befow �nd submll slgned capywith your propbsal �t tha iime oP bld�
submlttal
�alluro to acknnwiedgn r�ce(pt oF the Addendum No_ 1 could caus�► tho eubf ect bldder to be considered
"NONR�sp4N81V�'', resulling �n dlsquallflcatlon,
R�Q�IPT AGKNOWL�DG
By:
Gompany: 'Q..� �lr�
Clouglag W, Wlersig, P.E.
DIR�CTOFt
TRANSPQRTATIO� & F'UBLIG WORKS D�t'T,
,
�y: '"i`/��
Mlahael0 n, P,�,
Rro)act Manager
Addandum No.1 2 of2 January 1�, 2013
�/i � /i,�
GITY OF FORT W�RTH, TEXAS
TRANSI'ORTATION & I'UBLIG WORKS DEPARTMENT
ADDENDUM NO. 2
fo the
Specificafions & Contract Documents
far �
�VIfEST D0INNTOWN STRUCTURAL REHABILtTAT10N PHASE '[ — W 10TH STREET
C1TY PROJECT N{D. 0'f 364
Bid Subrnittal Due Date: Fehruary 28, 28�3
Addendum No. 2 tssued: January 25, 2093
This addendum is issued io provide furfher clari6cation from quesfions which atose at the Pre-Bid Meeting
held January 22, 2013 at City Hall:
1. The Engneers Opinion of Probable Consi�uction Cost is $960,000 and the updated plan
holdeis Iist has been uploaded to Buzzsaw.
2. A11 prospective bidders (Contractors) musi submit 00 4S 14 In-Situ St��uchual .
Rehabilitatian Prequalification Application to: Carl Kibgness, PE, Brown & G�y
Engineexs, 500 W 7�' St, Scute 1800, rort Worth, TX 76102 by 5:00 pm, 2/1i2013 for any
an.d all in-situ rehabilitation methods (including pz•equalified in.-sifu rehabilitation
methods) far ��vhich biddex would like to be.prequalified. Bidcier (Contractor) must
incltYde specifications and design documentation that demonstrates t�he praduct ineets the
i�equireinents o£tlie project as outlined in Seotion 00 21 13 and 00 45 14. If the bidder.
(Conhactor) would Iike to be prequalified for multiple methods, bidder (Contractor) shall
submii a separate 00 4514 In Situ St�uctux•al Re}�abilitation PreguaIificaiion �lpplication
for each methoct. Bidde�� tConhacior) and in situ xneihod must be prequatified.
3. The open cut paz�tion of fihe projeet is nat xequi�ed, bui is provided i�deemed necessary to
_ perform the woric and remove debris.
4. The CCTV wi}1 be placed on a compact disc and znailed to all plan holdet5.
5. The design assumpiion is thafi the e� sting stoi7n drain fully deteiioraied. In-situ
rehabil�tation design inust be based ou a fully deteriorated condition.
6. There is not a minimiun size or maximunn insta�lation tiucicness specified as long as it
aneets the parametez•s outtined in 00 2I 13 a�d 00 45 14. .
7. On Januaiy 23, 2013, field verification presented iI�tat the access manhole £�z• the Junction
sit•ticture at station 10+41,62 is not visible from the surface. Howevex, the next n�aniiole
downst�•eam at station ].0+00 was confizxned. rf aceess at this ei�d of the proj ect is
required, it shall be nnade at tivs Iocation.
Addendum No. 2 9 of 2 . January 25, 2013
^"ar. 7. 2013 11;38AM SAK Construction, LLC
No, 5631 P, 5
CQNTReACT dOGUMENTS: '
�INFORMA710N 70 �1bD�{�S: '
Thls Addandum No, 2, forms parE of the Speaficatlans & Conlract I�oo�ments for the above referenced
projeat and modffies the orlginal Speciflcatlons & Contract pocumenfs oF the same,
Acknowlodge y�ur recelpt o� �Ills Addendum No, 2 by completing the requested information at the•
following locallons:
(1) In the �pace provlde on fhe sign�fure page of the Proposal � �
(2) (ndfcate In upper case letters on tho outside of your seafed bid envelop: �
"I��G�IV�p B�ACKNOWLEDdED AdDENDUM KO, 2"
(3) Executs acknowlectgement below and submlt signed copy vAth yoUr proposal at tha time of bid
submittal
�a(luro to acknowledge receipt of the Addendum No. 2 oould o�use lhe sub1ect bldder to be considered
"NONR�SPON8fV�", resuiting In dlsquallflaallon. '
RECEIPT ACKN�WL�pO�p
. �
By; �
company: ��� 1i��`uL"L�✓'' .
Addendum No, 2
� 2 of2
Douglas W. W(erslg, P,�,
DlRECTOR
1 TRANSPORTATIOIV & PUBLIC WOFtKS n�ePT.
. ^
gy, �!
Mlch�elOwen .E.
Project Manaaer
January 25, 2013
�
i/zs-/i3
CITY OF FORT WORTH, TEXAS
T{�aN�PQR7'ATIC?N $� PUBLIC WORKS DEPARTIuIENT
Abl7�hiDUM NO. 3
to the .
Specifications & Contract Documents
for
WEST DOWNTOWN STRUCTURAl. R�HABlLITATION PHASE '! — V11 '[OTH STREET
CITY PROJECT�NO. 01364
�id Submitkal Due Date; March 7, 2�'13 (Revised)
Addendum �io. 2 issued: �ebruary 25, 2013
The Speoificafcons, Contract Documents and Drawings far ihe above mentioned pro)ect are revised and
amended as foliows:
('ROJECT MANUAL
1. SECTIQN OD 'i 1 13 — lNVI7ATION i0 gIDDERS
RECEIPi OF BIDS revised asfoDaws: •
Sealed bids for the constructian of West Downfown Structural Rehabflitation �- W'(0�"Street, Gify
Project No.; d1364 will be receiveci by the City of Fort Worfh Purchasing Office:
Gity of Fort Worth . �
Purchasing Divisian
1000 Throckmorton SfreeE
Fort Worth, Texas 76102 , '
unfil 'i:30 P.M. CST, Thursday, March 7, 2093, and bids wiil be opened publicly and read aloud at
2:00 P.M. CST ln the Councif Chambers.
2. SECTION o0 29 13 — INSiRUCTIONS TO BIDD�RS
Sactlon 3.5,3. —�inaiize Bid/Bid Opening revised fQ 317/2013
CONTRACT �OCUMENTS: .
" W�ORMATION TA �IDUERS: .
This Addendum No. 3, forms part of the Specifications & Contraci Documents for the above referenced
projeot and modifies fhe origin.al 5pecifications & ConiraeE Documents of the same. '
Acknowledge yaur receipt of this Addendum No. 3 by complefing the requested infarmation af the �
fo!(owing locations: .
(9 ) Ir+ the space provide on the signature page of the Proposal . • �
(2) Indicate in upper case IeEters on ihe oufside of your sealed bid envelop: � I
"R�CEIV�D & ACKNOINi,�pC�ED AbD�NnUM N0, 3" �
(3) �xeaufe acfcnawledgement be(ow �nd submit signed copy wifh your praposal �f the time of bid �
submittal i
Adciendum No. 3 1 of 2 • February 25, 2013
� Mar. 1. 2013 11:39AM SAK Construction, LLC
No.5631 P, 7
� Failure to acknowlEdge receipt of ihe Addendum No, 3 could oause the s�bJecC bfdder to be cohsldered _
°NONR�Sl�UNSIV�.", resulting ln dlsquallflca0on,
R�C�'IP'1"ACKNOWL�DGEd dougl�s W_ Wlerslg, p,�.
_ bIR�C701�
TRANSPORTATION F� PUQL.IC WOF2K5 D�PT.
gY: 1 � ' ��
gy. �-�-'/
Co�npany: `iL Miahaal Ow8 , P.E.
- � proJect Manager
0
Addendum No. 3
• ���'; 1,,�,/` �V.,f �%.
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t�� 1iiti��Z�, zS, !3
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'�0�2
February 26, 2013
CITY OF FORT WORTH, TEXAS
TRANSP�RTATION & PUBLIC WORKS DEPARTMENT
ADDENDUNI NO. 4
fio fihe
Specifications & Contract Documen#s
for
WEST DOWNTOWN STRUCTURAL REHABILITATiON PHASE 1— W 1UTM STREET
CITY PR4JECT N�. 0'l364
Bid 5ubmittal Due Daie: March 7, 2093
Addendum No. 4lssued: February 28, 20'13
7he Specifications, Contract Documents and Drawings for fhe above mentioned project are revised and
amended as foliows:
PROJ�C7 MANUAI.
1. SECitON 00 00 00 — TABLE O� CONTENTS
See attached revised Table of Contents
pivision 3— Concrete revised as follows:
Division 3 - Concrete
03 30 00 — Cast-in-Place Concrete
a3 34 13 -- Controlfed Low Strength Materiai (CL.SM)
Division 39 — Trenchiess Technologies revised as follows:
Division 39 � Trenchtess Technologies
39 00 00 — Cleaning and Preparation of Storm Drains for !n-Situ Structural Rehabifitation
39 00 01 — Spiral Wound PVC Liner Pipe
39 00 Q2 -- Structura) Geopolymer Lining Sys#em
39 00 03 — Non-Circular Cured-In-Place-Pipe
39 00 fl4 — Storm Water Fisid Order Allowance
2. S�CTi�N 00 42 43 — PRQPOSAL FORM
Removed 9999.0001 — In-Situ FZehabilitation
Added 9999A001 -- Spiral Wound PVC Liner Pipe
Added 9999.0002 — Structural Geopolymer Lining System
- Added 9999.0003 — Non-Circular Cured-In-Place Pipe
Note: There are three (3) bid iiems for the in-situ rehabilitation. Bidders are to only 6id fhe method
which they propose to install for this project. Bidders must be preapproved for method bid (see
PREQUALIFICATION LiST below). An Excet file confaining Oa 41 00 � BID FORM, OQ 42 43 --
PROPOSAL �'ORM, 00 43 13 Blp BOND, 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON-
RESIDENT BIDDER, and 00 45 12 PREQUALI�ICATION STATEMENi has been uplaaded to
Buzzsaw at the following link:
https:!/projectpoint. buzzsaw.com/fortworthqov/Infrastruckure%20Projects/01364%20-
%20West%20Downtown%20Storm%20Drain%20Structural%20Rehabiiitation/Bid%20Packaqe?public
Addendum No. 4 1 of 3 February 28, 209 3
3, SECTION 39 00 00 — CLFANING AND PREPARATlON OF STORM DRAINS FOR IN-SITU
STRUCTURAL REHABILITATION
This specification is added and applies to ail bidders, regardless of the method of in-situ rehabilitafion.
This item is subsidiary to the in-situ rehabilitation method bid. There will not be a separate pay item for
this item. The specification docurnenf is atiached to khis addendum.
4. SECTION 39 DO 09 — SPIRAL WOUND PVC LINER PIPE
This specification is revised to include cleaning and preparation per Section 39 00 00 and minimum
design criteria. The revised specification document is attached to this addendum.
5. SECTION 39 00 02 — STRUCTURAL GEOPOLYMER LIN[NG SYSTEM
This specification is revised to include cleaning and preparation per Section 39 00 00 and require a
minimum fhickness of 5 inches including skeel wire mesh reinforcement or approved equal. This
required minimum does not include fhe mortar thickness necessary per Section 39 00 00. The revised
specification document is attached to this addendum,
6. SECTI4N 39 QO 03 � NON-CIRCULAf2 CURED lN PLAC� PIF'� (CIPP)
This specification is added to allow for cured in place pipe as an approved in-situ structural
rehabilitation method. The specification document is attached to fhis addendum.
7. SECTION 39 00 04 — STOF2M WATER F'IELD ORbER ALLbWANCE
This section number was changed from 39 00 03 to 39 00 04. The revised specification document is
attached to ihis addendum.
PREQUALIFICATION LIST
The following contractors are preapproved for the methods shown to bid the wark outlined in the plans and
project manual for this project;
Contractor Method
SAK Construction Spiral Wound PVC L.iner Pipe 39 00 01
l.ayne InLiner Non-Circular Cured-In-Place-Pipe 39 00 02
SAK Construction Non-Circular Cured-In-Place-pipe 39 00 02
Repipe Canstruction LLC Structural Geopolymer L.ining System 39 00 03
I�ayne InLiner Structural Geopolymer Lining System 39 00 03
CQNTRACT DOCUM�NTS:
INFORMATION TO BlDDERS:
This Addendum No. 4, forms part of the Specifications & Contract Documents for the above referenced
project and modifies the original Specifications & Contract Documents of the same.
Acl<nowledge your receipt of fhis Addendum No, 4 by completing the requested information aE the
following locafions:
(1) In the space provide on the signature page of the Proposal
(2) Indicate in upper case letters on the outside af your sealed bid envelop:
"RECEIVED & ACKNOWLEDGED ADp�NDUM N0. 4"
(3) �xecute acknowiedgement below and submit signed capy with your propasal at the time of bid
submittal
Addendum No. 4 2 of 3 February 28, 2013
Mar, 1. 2013 11;40AM SAK Construction, LLC No.5631 P, 10
F'Ailure to acknowledg� receipt of the Addendum No. � ooulcl causo tl�e subject bldder to he consldered
"NONRESPONSIV�", resulting fn disqualification, �
Ft�CEIP7 ACKNOWI.�DGED . Aouglas W. Wlerslg, P.E,
- ' ; . � �� -�� DIRECTOR
, . � �,.,. . 'T'F2ANSp�j�Y�'ION & PUBLIC WORK� D�PT.
By;
by:, .".� -
Company: � M(chael O n, P.E.
Project Manager
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001] 13-1
INVITATION TO BIDDERS
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SECTION 0011 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of West Downtown Structural Rehabilitation — W 10 Street, City
Project No.: 01364 will be received by the City of Fort Worth Purchasing Office:
City of Fort Worth
Purchasing Division
1000 Throckinorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, March 7, 2013, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIPTION OF WORK
The major work will consist of the (approximate) following: Rehabilitation of approximately
l Ol O linear feet of arch pipe under W 10`�` Street.
PREQUALIFICATION
The improvements included in this project, which require prequalification, must be performed by
a contractor who is pre-qualified by the City at the time of bid opening. The procedures for
qualification and pre-qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO
BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth o�v.org�purchasin,g/ and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Copies of the Bidding and Contract Documents may be purchased from:
Brown & Gay Engineers, Inc.
500 West 7`h Street, Suite 1800
Fart Worth, TX 76102
The cost of Bidding and Contract Documents is:
Set of Bidding and Contract Documents with full size drawings: $100
Set of Bidding and Contract Documents with half size (if available) drawings: $50
Bidding documents will be made available beginning iVioa�d�y, Jaa�u�ry 7, 2013.
PREBID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: January 22, 2013
TIME: 3:00 pm
PLACE: City Hall, 1000 Throckmorton Street, Fort Worth, Texas 76102
LOCATION: 2°d Floor, TPW Room 270
CITY OF FORT WORTH West Downto�m Structural Rehabilitation— W 10`� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 11 13 - 2
INVITATION TO BIDDERS
Page 2 of 2
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
4 INQUIRIES
5 All inquiries relative to this procurement should be addressed to the following:
6 Attn: Michael Owen, PE, City of Fort Worth
7 Email: Michael.Owen@fortworthtexas.gov
8 Phone: (817) 392-8079
9 AND/OR
10 Attn: Carl J ICrogness, PE, Brown & Gay Engineers
11 Email: ckrogness@browngay.com
12 Phone: (817) 887-6130
13
14 ADVERTISEMENT DATES
15 January 3, 2013
16 January 10, 2013
17
18
END OF SECTION
CTTY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 2"7, 2012
002113-I
INSTRUCTIONS TO BIDDERS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. De�ned Terms
L 1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the wark contemplated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequali�cation of Bidders (Prime Contractors and Subcontractors)
3.1. All Bidders and their subcontractors are required to be prequalified for the work types
requiring prequalification at the time of bidding. Bids received from contractors who are
not prequalified (even if inadvertently opened) shall not be considered. Prequalification
requirement work types and documentation are as foliows:
3.1.1.Paving — Requirements document located at;
https://proj ectpoint.buzzsaw.com/fortworthgov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalif cation/TP W%ZOPaving
%20Contractor%20Prequalification%20Proga�am/PREQUALIFICATION%20REQ
UIREMENTS %20FOR%20PAV ING%2000NTRACTORS.PDF?publ ic
3.1.2. Roadway and Pedesti•ian Lighting — Requirements document located at;
https://proj ectpoint.buzzsaw.com/fortworthgov/Resources/02%20-
%20Construction%20Documents/Contractor%20Prequalification/TP W%20Paving
%20Contractor%20Prequalification%20Program/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAV ING%2000NTRACTORS.PDF?publ ic
CITY OF FORT WORTH West Downto�vn Stnictural Rehabilitation— W]0`� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27. 2012
0021 13-2
INSTRUCTIONS TO BIDDERS
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2 3.1.3. Water and Sanitary Sewer — Requirements document located at;
3 https://projectpoint.buzzsaw.com/fortworth�ov/Resources/02%20-
4 %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2
5 OSanitarv%20Sewer%20Contractor%20Prequalification%20Pro�ram/WSS%20pre
6 qual%20requirements.doc?public
7
8 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
9 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
10 45 11, BIDDERS PREQUALIFICATIONS.
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3.2. l. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City reserves the right to require any pre-qualifed contractor who is the apparent low
bidder(s) for a project to submit such additional information as the City, in its sole
discretion may require, including but not limited to manpower and equipment records,
information about key persoruiel to be assigned to the project, and construction schedule,
to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Based upon the City's assessment of the submitted
information, a recommendation regarding the award of a contract will be made to the
City Council. Failure to submit the additional information, if requested, may be grounds
for rejecting the apparent low bidder as non-responsive. Affected contractors will be
notified in writing of a recommendation to the City Council.
3.4. In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
3.5. All prospective bidders must submit 00 45 14 In-Situ Structural Rehabilitation
Prequalification Application to Michael Owen by 5:00 pm, 2/1/2013. Special
qualifications required for tt�is project include the following:
34 3.5.1. The following specifications have been pre-approved for use on this project.
35 Specifications for in-situ structural rehabilitation methods other than those listed
36 below must be submitted with prequalification information for consideration before
37 bidding.
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39 3.5.1.1. Spiral Wound PVC Liner Pipe 39 00 O1
40 3.5.1.2. Structural Geopolymer Lining System 39 00 02
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3.5.2. Contractor must provide documentation showing proposed rehabilitation meets the
following requirements:
3.5.2.1. In-situ installation
3.5.2.2. Minimum 50-year design life assuming no stnictural capacity of existing
pipe.
3.5.2.3. Based on Manning's Equation for full flow capacity, the final
rehabilitated pipe must maintain the following capacities.
Sta 10+41.62 to Sta 12+72.16 110 cfs
CTI'Y OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIP'ICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
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Sta 12+72.16 to Sta 20+54.04 131 cfs
3.5.3. The timeline for the bidding process will be as follows:
Advertise 1/3/2013
Advertise 1/10/2013
Pre-Bid Meeting 1/22/2013
Prequalifcations Due 2/1/2013 (All prospective bidders must submit)
Review Prequalifications 2/15/2013
Finalize Bid/Bid Opening 3/7/2013
All prospective bidders must submit.
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder shall:
4.1.1. Examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "technical data" referred to in
Paragraph 4.2. below). No information given by City or any representative of the
City other than that contained in the Contract Documents and officially
promulgated addenda thereto, shall be binding upon the City.
4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
site conditions that may affect cost, progress, performance or furnishing of the
Work.
4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsurface structures at the Site (except Underground Facilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Enviromnental Conditions, if any,
at the Site that have been identified in the Contract Documents as containing
reliable "technical data."
4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the forin of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
CITY OF FORT WORTH West Do�vntown Structural Rehabilitation— W]0�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of ] 0
1 4.1.6. Perform independent research, investigations, tests, borings, and such other means
2 as may be necessary to gain a complete knowledge of the conditions which will be
3 encountered during the construction of the project. On request, City may provide
4 each Bidder access to the site to conduct such examinations, investigations,
5 explorations, tests and studies as each Bidder deems necessary for submission of a
6 Bid. Bidder must fill all holes and clean up and restore the site to its former
7 conditions upon completion of such explorations, investigations, tests and studies.
8
9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
10 cost of doing the Work, time required for its completion, and obtain all information
11 required to make a proposal. Bidders shall rely exclusively and solely upon their
12 own estimates, investigation, research, tests, explorations, and other data which are
13 necessary for full and complete information upon which the proposal is to be based.
14 It is understood that the submission of a proposal is prima-facie evidence that the
15 Bidder has made the investigation, examinations and tests herein required. Claims
16 for additional compensation due to variations between conditions actually
17 encountered in construction and as indicated in the Contract Documents will not be
18 allowed.
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4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deetned necessary for fiilfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of:
28 4.2.1. those reports of exploj•ations and tests of subsurface conditions at or contiguous to
29 the site which have been utilized by City in preparation of the Contract Documents.
30 The logs of Soil Borings, if any, on the plans are for general information only.
31 Neither the City nor the Engineer guarantee that the data shown is representative of
32 conditions which actually exist.
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4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
tlie site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be tnade available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn from any "teclulical data" or
any other data, interpretations, opinions or information.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 5
INSTRUCTIONS TO BIDDERS
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4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the Work required by the
Contract Documents and applying the specific means, methods, techniques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
etc., have not been resolved through the interpretations by City as described in
Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
and convey understanding of all terms and conditions for performing and furnishing the
Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
Documents.
5. Availability of Lands for Work, Etc.
5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by City unless otherwise provided in the
Contract Documents.
5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
the award of contract at any time before the Bidder begins any construction work on the
project.
5.3. The Bidder shall be prepared to commence construction without all executed right-of-
way, easements, and/or pennits, and shall submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
and/or easements.
CITY OF FORT WORTH West Downto�vn Structura( Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 oF 10
1 6. Interpretations and Addenda
2
3 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
5 received after this day may not be responded to. Interpretations or clarifications
6 considered necessary by City in response to such questions will be issued by Addenda
7 delivered to all parties recorded by City as having received the Bidding Documents.
8 Only questions answered by formal written Addenda will be binding. Oral and other
9 interpretations or clarifications will be without legal effect.
10
I 1 Address questions to:
12
13 City of Fort Worth
14 1000 Throckmorton Street
15 Fort Woi�th, TX 76102
16 Attn: Michael Owen, PE, Transportation & Public Works Department
17 Fax: 817-871-6828
18 EmaiL• Michael.owen@fortworthtexas.gov
19 Phone:817-392-8079
20
21 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
22 City.
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24 6.3. Addenda or clarifications may be posted via Buzzsaw at
25 https://proiectpoint.buzzsaw.com/client/fortworthqov/Infrastructure%20Proiects/01364%2
26 0-
27 %20West%20Downtown%20Storm%20Drain%20Structurai%20Rehabilitation/Bid%20P
28 ackaqe
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30 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
31 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
32 Project. Bidders are encouraged to attend and participate in the conference. City will
33 transmit to all prospective Bidders of record such Addenda as City considers necessaiy
34 in response to questions arising at the conference. Oral statements may not be relied
35 upon and will not be binding or legally effective.
36
37 7. Bid Security
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39 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
40 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
41 the requirements of Paragraphs 5.01 of the General Conditions.
42
43 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
44 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
45 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
46 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
47 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
48 other Bidders whom City believes to have a reasonable chance of receiving the award
49 will be retained by City until final contract execution.
50
CTl'Y OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 7
INSTRUCTIONS TO BIDDERS
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8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or-Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or-equal" items.
Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
equal" item of materiai or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General
Conditions and is supplemented in Section O1 25 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
12-2011 (as amended), the City has goals for the participation of minority business
and/or small business enterprises in City contracts. A copy of the Ordinance can be
obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
Waiver Form and/or Good Faith Effort Forin with documentation and/or Joint
Venture Fonn as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
opening date. The Bidder shall obtain a receipt from the City as evidence the
documentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor has reasonable objection.
12. Bid Form
12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained fi•om the City.
12.2. All blanks on the Bid Fonn must be completed by printing in ink and the Bid Form
signed in ink. Erasures or alterations shall be initialed in ink by the person signing
the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
price item listed therein. In the case of optional alternatives, the words "No Bid,"
"No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
written in ink in both words and numerals, for which the Bidder proposes to do the
work contemplated or furnish materials required. All prices shall be written legibly.
In case of discrepancy between price in written words and the price in written
numerals, the price in written words shall govern.
CITY OF FORT WORTH West Do�vntown Structural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 8
INSTRUCTIONS TO BIDDERS
Page 8 of 10
1 123. Bids by corporations shall be executed in the corporate name by the president or a
2 vice-president or other corporate officer accompanied by evidence of authority to
3 sign. The corporate seal shall be affixed. The corpot•ate address and state of
4 incorporation shall be shown below the signature.
5
6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
7 partner, whose title must appear under the signature accompanied by evidence of
8 authority to sign. The official address of the partnership shall be shown below the
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signature.
Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation of
the firm and the official address of the firm shall be shown.
12.6. Bids by individuals shall show the Bidder's name and official address.
12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
indicated on the Bid Form. The official address of the joint venture shall be shown.
12.8.
12.9
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Forin.
12.10. Postal and e-mail addresses and telephone number for cotnmunications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
marked with the City Project Number, Project title, the natne and address of Bidder, and
accompanied by the Bid security and other reGuired documents. If the Bid is sent through the
mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope
with the notation "BID ENCLOSED" on the face of it.
14. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. A$er all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of ] 0
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates (if any) will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
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40
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44
45
17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nom•esponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involviug price, contract time or changes in the
Work with the Successful Bidder. Discrepancies between the multiplication of units
of Work and unit prices will be resolved in favar of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to which
the identity of Subcontractors, Suppliers, and other persons and organizations must
be submitted as provided in the Contract Documents or upon the request of the City.
City also may consider the operating costs, maintenance requirements, performance
data and guarantees of major items of materials and equipment proposed for
incorporation in the Work «�hen such data is required to be submitted prior to the
Notice of Award.
46 173. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifcations, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other peisons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CTl'Y OF FORT WORTH West Downtown Struchiral Rehabilitation — W] 0`� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
00 21 13 - ] 0
INSTRUCTIONS TO BIDDERS
Page 10 of ]0
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
5 responsive Bidder whose evaluation by City indicates that the award will be in the
6 best interests of the City.
7
8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
12 comparable contract in the state in which the nonresident's principal place of
13 business is located.
14
15 17.7. A contract is not awarded until farmal City Council authorization. If the Contract is
16 to be awarded, City will award the Contract within 90 days after the day of the Bid
17 opening unless extended in writing. No other act of City or others will constitute
18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
19 the City.
20
21
22
23
24
25
26
27
28
29
30
31
32
33
17.8. Failure or �•efusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certificates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised November 27, 2012
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.ethics. state.tx. us/forms/CI Q. pdf
http://www. eth ics. state.tx. u s/fo rms/C I S. pdf
I■
�
�■
�
CIQ Form is on file with City Secretary
CIQ Form is being provided to the City Secretary
CIS Form is on File with City Secretary
CIS Form is being provided to the City Secretary
BIDDER:
SAK Construction, L�C
864 Hoff Road
O'Fallon
MO, 63366
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
By: Boyd H
Signature: '
-c
Title:
00 35 13
BID FORM
Page 1 of 1
Master Bid Form.xls
.�i�"�.
00 41 00
BID FORM
Page 1 of 3
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.: City Project No.: 01364
Units/Sections:
1. Enter Into Agreement
SECTION 00 41 00
BID FORM
West Downtown Structural Rehabilitation — 10th Street
From Lexington Street to Cherry Street
Storm Improvements - Project No. P227-541200-20928-013683
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directiy or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 • - Magter Bid Form.xis
00 41 00
BID FORM
Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors:
a.
b.
c.
d.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 90 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work
{and/or achievement of Milestones} within the times specified in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of
the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multipiying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Masler Bid Form.xls
0o a� o0
BID FORM
Page 3 of 3
6.3. Evaluation of Alternate Bid Items
Total Base Bid
Alternate Bid
Deductive Alternate
Additive Alternate
Total Bid
7. Bid Submittal
This Bid is submitted on
Title: Vice President
Company: SAK Construction, LLC
Address: 864 Hoff Road
O'Fallon
MO, 63366
State of Incorporation:
Email: bhirtzCcilsakcon.com
Phone: (636) 385-1000
Missouri
March 1, 2013
END OF SECTION
�
$
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by the entity named below.
Corporate Seal:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Master Bid Form.xls
00 42 43
BID PROPOSAi,
P,gedof7
S�CT101Y OU 42 43
1'ROYOSAL FORM
UNIT PRICE BID
Bidder's Application
���'p°� c�
CIIY OF FORT �VOR1Ii
STANDARD CONSTRUCTLON SPECIFICAT[ON DOCiJB1ENTS
Fom� Re�ized 20120120 l�DDEI�]DjJNI 7��, a 00 d 1 00_UO d3 13 GD d2 43_00 d3 J7 00-05 12_00 35 13_Hid Pruposnl �Votkbook
*Oiily bid ut-sihi method proposcd for instntlntion. Bidder nmst be preapproved to bid method. _,
00 4313
BID BOND
Page 1 of 1
KNOW ALL BY 7HESE PRESENTS:
SECTION 00 4313
BID BOND
7hat we, (Bidder Name) Company Name Here �
hereinafter calied the Principal, and (Surety Name) -
a corporation or firm du�y authorized fo fransact surety business in the Stafe of Texas, hereinafter called the Surety, are held and
firmly bound unto the City, hereinafter called the Obligee, in the
sum of and Nol100 Dollars
($ .00), the payment of which sum will be weil and truly made and the
said Principal and the said Surety, bind ourseives, our heirs, executors, administrators, successors and assigns, jointly and severally,
firm by these presents.
WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee,
identified as West Downtown Structural Rehabilitation — W 10th Street
From Lexington Street to Cherry Street
NOW, THEREFORE, if ihe Obligee shail award the Contract for the foregoing project to
the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contracf and shall
enter info the Confract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and
void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements
and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and
conditions required for the execution of the Gontract in accordance with the proposal, this bond shall become the property of the
Obligee, withouf recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee
for the difference between Principal's Total Bid Amount and the next setected Bidders Tofal Bid Amount.
SIGNED this
By: Company Name Here
day of
, 2013.
(Signature and Title of Principal)
. •-,� ��y� �".'.�� 11 }-�. ' �, . . f �. � .-�. . .�.� 7..
� ���45�JIA�S.O�a.Z�`..._.�...::h:'. _ . . . .. � '...� s ' ' .� - " 7 _
.,_ .� _�-_r ._.�._=r .._.. �c"'__,-.-^- �` .t.:: .��x :�- .�i . . . .y-
(Signature ofAttomey-of-Fact)
*Attach Power of Attorney (Surety) for Attorney-in-Fact
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fortn Revised 20110627
END OF SECI'ION
Impressed
Surefy Seai
Only
00 A1 00_00 43 13 00 42 A3 OD 43 37 00 4512_00 3513_Bid Proposal Workbook
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for 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
comparable contract in the State which the nonresidenYs principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Nonresident bidders in the State of 4Sfa#e`Here or Blank�, our principal place of business,
are required to be �%u Here ;� percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of Missouri , our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. ❑
BIDDER:
SAK Construction, LLC
864 Hoff Road
O'Fallon
MO, 63366
GND Or SGCTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
By: Boyd Hirtz
;--'" � �
( ig�nature)
!
Title: Vice President
Date: _ �i�r �t � � 2C113
Master Bid Form.xls
004511-1
BIDDERS PREQUALIFICATIONS
Page 1 of 3
1 SECTION 00 4511
2 BIDDERS PREQUALIFICATIONS
4 1. Summary. All contractors are required to be prequalifed by the City prior to submitting
5 bids. To be eligible to bid the contractor rnust submit Section 00 45 12, Prequalification
6 Statement for the work iype(s) listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder "
8 Prequaliiication Application in accordance with the requirements below.
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 iinancial analysis of the contractor. The information must be submitted seven (7) days prior
.12 to the date of the opening of bids. For example, a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31st day of March
14 in order to bid on these projects. Tn order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application, the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Tncome Statement
19 (3) Statement of Cash Flows
20 � (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements, if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
23 of Tncorporation, Articles of Organization, Certificate of Formation, LLC
24 Regulations, Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Ta�cpayer ldentiiication
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxnermit/ and fi11 out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fa�c number.
32 (3) The firm's DLJNS number as issued by Dun & Bradstreet. This number
33 is used by the City for required reporting on Federal Aid projects. T'he DLJNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the ium for firms
36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed.
38 e. Other information as requested by the City.
39
40 2. Prequaliiication Requirements
41 a. Financial Statements. Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CI1'Y OF FORT WORTH West Downtown Structural Rehabilitation — W! 0'� Street
STANDARD CONSTRtJCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
00 45 11- 2
BTDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statutes also require that
4 accounting fums performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual, corporation, or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact, independent.
13 (6) The accountanYs opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
I S accordance with auditing standards generally accepted in the United
16 States of America. This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or (2) express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (S) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on fle with the City 16 months
22 thereafter, in accordance with Paragraph l. .
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital (working capital= current assets — current
26 liabilities) by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32 b. Brdder Prequal�cation Application. A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report, the notation of
37 "None" or "N/A" should be inserted.
38 (2) A minimum of five (5) references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer, model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45 �
46 3. Eligi6ility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CTf Y OF FORT WORTH West Downtown Structural Rehabilitafion — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
1
2
3
4
5
6
7
8
9
00 45 11- 3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid
the prequalified work types until the expiration date stated in the letter.
END OF SECTION
, CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
'�Q o0 0� �`(�� � 1fLV�T-i � �jtz(��c�- �j�cr� �
� ��
�u�a a �� �'��
0
0
0
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
SAK Construction, LLC
864 Hoff Road
O'Fallon
MO, 63366
By,Boy" d�-lirtz
< �
(Signature)
Title: Vice President
Date: �(� � c� l� 2 U I�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
END OF SECTION
Master Bid Form.xls
���1 '�.1��1 �
SECTION 00 4513
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Name under which you wish to qualify
Post Office Box
Street Address (required)
Telephone
Mark only one:
Q Individual
OLimited Partnership
Q General Partnership .
O Corporation
OLimited Liability Company
City State
City State
Fax
Area Code Number Area Code Number
Zip Code
Zip Code
E-mail Address
Texas Taxpayer ldentification No.
Federal Employers Identification No.
DUNS No. (if applicable)
MAIL THIS QUESTIONNAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH, TEXAS 76102-6311
AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION A.PPLICATION"
00 45 13 - 2
BIDDER PREQUAL�'ICATION APPLICATION
Page 2 of 8
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm.
(Check the block(s) which are applicable - Block 3 is to be left blank if Block 1 and/or Block 2 is checked)
�has fewer than 100 employees
andlor
�has less than $6,000,000.00 in annual gross receipts
OR
�does not meet the criteria for being designated a small business as provided in Section 2006.001 of
the Texas Government Code.
The classification of your firm as a small or large business is not a factor in determining eligibility to become
prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring - 24-inch diameter casing and less
Augur Boring - Greater than 24-inch diameter casing and greater
Tunneling — 36-Inches — 60 —inches, and 350 LF or less
Tunneling - 36-Inches — 60 —inches, and greater than 350 LF
— 66" and greater, 350 LF and greater
Tunneling— 66" and greater, 350 LF or Less
Cathodic Protection
Water Distribution, Development, 8-inch diameter and smaller
Water Distribution, Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission, Development, 24-inches and smaller
Water Transmission, Urban/Renewal, 24-inches and smalter
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smaller
Water Transmission, Development, All Sizes
Water Transmission, Urban/Renewal, All Sizes
Sewer Bypass Pumping, 18-inches and smaller
Sewer Bypass Pumping, 18-inches — 36-inches
Sewer Bypass Pumping 42-inches and larger
CCT'V, 8-inches and smaller
CCTV, 12-inches and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
CCTV, 42-inches and smaller
CCTV, 4$-inches and smaller
Sewer CIPP, 12-inches and smalter
uSewer CIPP, 24inches and smaller
'ivTi'Y OF FORT WORTH
3TANDARD CONSTRUCTION SPECIFICATION DOCUMEN'TS
RE'VISED (INSERT REVISION DATE]
00 45 13 - 3
BIDDER PREQUALiFICATION APPLICATION
Page 3 of 8
MAJOR WORK CATEGORTES, CONTINU�D
Sewer C1PP, 42-inches and smaller
Sewer CIl'P, All Sizes
Sewer Collection System, Development, 8-inches and smaller
Sewer Collection System, Urban/Renewal, 8-inches and smaller
Sewer Collection System, Development, 12-inches and smaller
Sewer Collection System, Urban/Renewal, 12-inches and srnaller
Sewer Interceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal, 24-inches and smaller
Sewer Interceptors, Development, 42-inches and smaller
Sewer Interceptors, Urban/Renewal, 42-inches and smaller
$ewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, Urban/Renewal, 48-inches and smaller
Sewer Pipe Enlargement 12-iriches and smaller .
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning , 24-inches and smaller
Sewer Cleaning , 42-inches and smaller
Sewer Cleaning , All Sizes
Sewer Cleaning, 8-inches and smaller
Sewer Cleaning, l2-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Pnblic Works
Asphalt Paving Construction/Reconsfruction (LESS THAN 10,000 square yards)
Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance (iJNDER $1,000,000)
Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAl�t 10,000 square yards)
Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER)
Roadway and Pedestrian Lighting
?rCITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
REVISED [INSERT REVISION DATE]
00 45 13 - 4
BIDDER PREQUALIFlCATION APPLICATION
Page 4 of 8
l. List equipment which you do not own but which is available by renting
DESCRIPTION OF EQUIPMENT NAME AN�D DETAILED ADDRESS OF OWNER
2. How many years has your organization been in business as a general contractor under your present business name?
List previous business names . .
3. How many years experience in construction work has your
organization had:
{a} As a General Contractor: (b) As a Sub-Contractor?
4. *What projects has your organization completed in Texas and elsewhere?
� LOCATION NAME AND DETAILED
CONTRACT CLASS OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL
AMOUNT WORK COMPLETED STATE TO WHOM YOU REFER
* If requalifying only show work performed since last statement.
5. Have you ever failed to complete any work awarded to you?
If so, where and why?
6. Has any officer or owner of your organization ever been an officer or owner of another organization that failed to
complete a contract? If so, state the name of individual, other organization and reason.
I
';CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCCJMENTS
REVISED Juty 1, 2011
00 45 13 - 5
BIDDER PREQUALIFTCATION APPLICATION
Page 5 of 8
' 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state
the name of individual, name of owner and reason.
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City? If so, when and to whom do you refer?
10. Give names and detailed addresses of all producers from whom you have purchased principal materials during the last three
years?
NAME OF FIRM OR COMPANY DETAII,ED ADDRESS
11. Give the names of any a�liates or relatives currently debarred by the City. Indicate your relationship to this person or firm.
, 12. What is the construction experience of the principal individuals in your organization7
NAME PRESENT POSITION YEARS OF MAGNITUDE AND IN WHAT CAPACITY
OR OFFICE CONSTRUCTION TYPE OF WORK
EXPERIENCE
i CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
REVISED July 1, 2011
00 45 13 - 6
BIDDER PREQUALIFICATION APPLICATION
Page 6 of 8
13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a
City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the
spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives
care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those
related by adoption or marriage.
CORPORATION BLOCK PARTNERSH� BLOCK
If a corporation: If a partnership:
State of Incorporation State of organiza.tion
Date of Incorporation Date of organization �
Charter/File No. Ts partnership general, limited, or registered limited liability partnership?
President
Vice Presidents File No. (if Limited Partnership)
General Partners/O�cers:
Limited Partners (if applicable):
Secretary
Treasurer
LIlVIITED LIABILITY COMPANY BLOCK
If an LLC: Individuals authorized to sign for partnership:
State of Incorporation: �
Date of Organization:
File No.
O�cers or Managers (with titles, if any):
' Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm
unless otherwise advised. Shouid you wish to grant signature authority for additional individuals, please attach a certified copy of
the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentaiion which grants
this authority.
CITY OF FORT WORTH
STANDARD CONSTRUCI'ION SPECIFICATION DOCUMEN'I'S
REVISED July 1, 2011
00 45 13 - 7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
14. Equipment $
TOTAI,
BALANCE SHEET
ITEM QUANTITY ITEM DESCRIPTION VALUE
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Various -
�'���L
Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these
30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the
right to request a complete, detailed list of all your equipment.
The eyuipment list is a representation of equipment under the control of the firm and which is related to the type of work for
which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description
of each.
l CITY OF FORT WORTH
STANDARb CONSTRUCTION SPECIFICATION DOCUMENTS
REVISED July 1, 201 I
00 45 13 - 8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 8
BIDDER PREQUALiFICATION .AFFID.AVIT
' STATE OF
COUNTY OF
'`; The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first
named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is
submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report
' as wall as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any
information, while this statement is in force, necessary to verify said statement.
being duly sworn, deposes and says that he/she is the
, of the entity described in and which
executed the foregoing stsatement that he/she is familiar with the books of the said entity showing its financial condition; that
the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the
' questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
Sworn to before me this
day of _
Notary Public
Notary Public must not be au officer, director, or stockholder or relative thereof.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
REVISED July I, 2011
004514-i
IN-SITU STRUCTUItAL REHABILITATION PREQUALIFICATION APPLICATION
Page i of 3
SECTION 00 4514
IN-SITU STRUCTUItAI, REHABILITATION I'REQUALIFICATION APPLICATION
A. Company Tnformation
Your Name & Title:
Company Name:
Year Established:
Address:
Phone:
B. Summary of Proposed Tn-situ Structural Rehabilitation Method:
C. Application must include documentation demonstrating that the proposed technology meets the required
criteria:
1. In-situ installation
2. Minimum 50-year design life assuming no structural capacity of existing pipe
3. Based on Manning's Equation for full flow capacity, the fmal rehabilitated pipe must maintain the
following capacities.
Sta 10+41.62 to Sta 12+72,16 110 cfs
Sta 12+72.16 to Sta 20+54.04 131 cfs
CITY OF FORT WORTH West Downtown Shvclural Rehabilitation — W 10`�' Street
STANAARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised December 13, 2012
00 45 14 - 2
IN-SITU STRUCTURAL REHABILITATION PREQUALIFICATION APPLICATION
Page 2 of 3
D. GeneralInformation
For the proposed method, please provide the following information.
Name of Product:
Year technology was established:
Manufactured/supplied by:
Manufacturer/Supplier Location:
Quantity of this product installed in Texas (LF or other):
Date of last instatlation:
If none in TX, please provide location and quantity:
Design Life:
Durability (maximum sustainable velocity or other measure):
Pipe size range for product:
Pipe shapes applicable to product:
Typical diameter reduction z�ange (in.):
Typical Manning's Roughness value (n value):
Mid-line deflection capability (yes or no, if yes max detlection):
Surface impacts during construction (Describe work area required to perform work):
Disturbance to surrounding existing utilities:
Construction time (LF per day, on average):
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECLFICATION DOCLTMENTS 01364
Revised December 13, 2012
004514-3
IN-SITU STRUCTURAL REHABILITAT[ON PREQUALIFICATION APPLICATION
Page 3 of 3
Representative Projects
ProjectSummary Date �(LF)h Method Location Client/Contact
1
2
3
4
5
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised December I3, 2012
0o as 2� - �
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORI<ER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees employed on City
Project No. 01364. Conh�actor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
worker's compensation coverage.
CONTRACTOR:
SAK Construction, LLC By:
Company
864 Hoff Road Sigr
Address
0' Fallon, MO 63366 Title: Vice President `�
City/State/Zip (Please Print)
THE STATE OF ��A$ Missouri §
COUNTYOF''-'^T'�Tst. charles§
BEFORE ME, the undersigned authority, on this day personally appeared
Boyd Hirt z , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
the act and deed of Boyd Hirt z for the purposes and
consideration therein expressed and in the capacity thereiil stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1 day of
March , 20 1.3
� ��U!`-�G'( l /�'`—�--
Notaiy Public in and for the State of �s
Missouri
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
ANDREA CARLSTROM
Notary Public - Notary Seai
STATE OF MISSOURI
Commission for St. Charles County
My Commission Expires July 10, 2016
Commission #12365546
Ii�est Doii�nloirn Sh•ucturnl Rehabi/ilation
01361
004539-1
MiNORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of 1
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SECTION 00 45 39
MII�tORTTY AND WOMEN BUSINESS ENTERPRISE GOAL
A.PPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable.
If the tota.l dollar value of the contract is less than $25,000, the M/WBE goal is not applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
and Wonnen Business Enterprises (MJWBE) in the procurement of all goods and services to the
City on a contractual basis. All requirements and regulations stated in the City's current Minority
a.nd Women Business Enterprise Ordinance apply to this bid.
MIWSE PROJECT GOAL
The City's M/WBE goal on this project is 10% of the total bid (Base bid applies to Parks and
Community Services).
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's
M/WBE Ordinance by either of the following:
1. Meet or exceed the above stated M/WBE goal, or
2. Good Faith Effort documentation, or;
3. Waiver documentation, or;
4. Joint Venture.
Failure to connply with the City's M/WBE Ordinance shall result in the Bid being considered
non-responsive. Any questions, please confact the M/WBE OfFce at (817) 212-2674.
SUBNIITTAL OF REQUIl2ED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the
times allocated. in order for the entire bid to be c�nsidered resn�nsive tc, the enP.c.ifir,a�
END OF SECTION
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W]01° Street
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 01364
Revised September 28, 2012
00 4s ao-i
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of i
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SECTION 00 45 40
MQ�TORITY BUSINESS ENTERPRISE GOAL
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
subcontracting goal is not applicable.
10 POLICY STATEMENT
11 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
12 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
13 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
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MBE PROJECT GOAL .
The City's MBE goal on this project is 10% of the total bid (I�ase bid applies to Parks and
Community Setvices). Note: If both MBE and SBE subcontracting goals are established for this
project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
deemed responsive.
COMPLIANCE TO BID SPECIFICATlONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
required to comply with the intent of the City's Business Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or egceed the above stated MBE goal through MSE 3oint Venture participation, or
3. Good Faith Effort documentation, or; �
4. Waiver documentation.
Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being
considered non-responsive. Any questions, please contact the 1VI/WBE Office at (817) 212-2674.
SUBMITTAL OF REQUIRED DOCUN�NTATION
The applicable documents must be received by the Managing Department, within the
times allocated, in order for the entire bid to be considered resvonsive to the specificat
1. Subcontractor Utilization Form, if goal is rnet
or exceeded:
2. Good Faith Effort and Subcontractor
Utilization Porm, if participation is less than
stated goal:
3. Good Faith Effort and Subcontractor
Utilization Form, if no MBE artici ation:
4. Prime Contractor Waiver Form, if firm will
erform all subcontracting/su ]ier work:
5. Joint Venture Form, if utilizing a joint venture
to meet or exceed �oal.
received�by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclasive of the bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive ofthe bid opening date.
received by 5:00 p.m., five (5) City business days after
the bid opening date, exclusive of the bid opening date.
38 END OF SECTION
CTTY OF FORT WORTH West Downtown Structural Rehabilitation — W 10`" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENI'S 01364
Revised September 29, 2012
00 52 43 - 1
Agreement
Page 1 of 4
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SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on .) ll N�� � �'; � is made by and between the City of Fort
Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
("City"), and SAK Construction, LLC, authorized to do business in Texas, acting by and
through its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1. WORK
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Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
West Downtown Structural Rehabilitation Phase I— W 10`h Street
City Project No. 01364
Article 3. CONTRACT 'I'IME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 90 days after the date when the
24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
25 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recognizes the delays, expense and difficulties
involved in proving in a legal proceeding the actual loss suffered by the City if the Work
is not completed on time. Accordingly, instead of requiring any such proof , Contractor
agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Six Hundred Fiftv and no/100 Dollars ( 650) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
C[TY OF FORT WORTH West Downtown Structural Rehabilitation Phase I— W I O`h Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01364
Revised December 20, 2012
005243-2
Agreement
Page 2 of 4
1 Article 4. CONTRACT PRICE
2 City agrees to pay Contractor for performance of the Work in accordance with the Contract
3 Documents an amount in current funds of Seven Hundred Ninety-Seven Thousand, Three
4 Hundred Sixty and no/100Dollars ($797,360.00).
5 Article 5. CONTRACT DOCUMENTS
6 5.1 CONTENTS:
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A. The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project spec�c)
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
i. MWBE Commitment Form
3. General Conditions.
4. Supplementary Conditions.
5. Specifications speci�cally made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and descri6ed in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
C[TY OF FORT WORTH West Downtown Stn�ctural Rehabilitation Phase I— W 10'h Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01364
Revised December 20, 2012
005243-3
Agreement
Page 3 of 4
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Article 6. INDEMNIFICATION
1.2 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification provision is sqecificallv intended to onerate
and be effective even if it is alte�ed or proven that all or some of the damases bein�
sou�ht were caused. in whole or in part, by anv act, omission or ne�li�ence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and tegal fees incurred by the city in defending against such claims and
causes of actions.
5.2 Contractor co�enants and agrees to indemniiy and hoid harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contrac� This indemnification
provision is specificallv intended to operate and be effecHve even if it is alle�ed or
proven that all or some of the damaees bein� sou�ht were caused. in whole or in part,
by any act, omission or ne�li�ence of the citv.
Articte 7. MISCELLANEOUS
23 7.1 Terms.
24 Terms used in this Agreernent which are defned in Article 1 of the General Conditions will
25 have the meanings indicated in the General Conditions.
26 7.2 Assignment of Contract.
27 This Agreement, including all of the Contract Documents may not be assigned by the
28 Contractor without the advanced express written consent of the City.
29 7.3 Successors and Assigns.
30 City and Contractor each binds itself, its partners, successors, assigns and legal
31 representatives to the other party hereto, in respect to all covenants, agreements and
32 obligations contained in the Contract Documents.
33 7.4 Severability.
34 Any provision or part of the Contract Documents held to be unconstitutional, void or
35 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
36 remaining provisions shall continue to be valid and binding upon CITY and
37 CONTRACTOR.
38 7.5 Governing Law and Venue.
39 This Agreement, including all of the Contract Documents is performable in the State of
40 Texas. Venue shatl be Tarrant County, Texas, or the United States District Court for the
41 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH West Downtown Structural Rehabilitation Phase I— W l0°i Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 01364
Revised December 2Q 2012
�
j
005243-4
Agreement
Page 4 of 4
I 7.6 Other Provisions.
2 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
3 classifed, promulgated and set out by the City, a copy of which is attached hereto and
4 made a part hereof the same as if it were copied verbatim herein.
5 7.7 Authority to Sign.
6 Contractor shall attach evidence of authority to sign Agreement, if other than duly
7 authorized signatory of the Contractor.
8
9 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
10 counterparts.
11
12 This A�,-reemant is efiective as of the last date signeu by the Parties ("Effective Date'�).
13
Contractor:
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co-ar-70�3
Date
�FFICIAL RECORD
�CITX SECR�TARY
�T. WORTa, i�
City of Fort Worth _
i=� � � � l� �zt - 1c��L�y;
`D�g1a��1V: Btaz.� ��'� � � �.�• /(,� ��� � !� � /�
Assistar�t City Attorney
APPROVAL RECOMMENDED:
c
a W � � �
Dougla W. Wiersig, P.E.
DIREC OR,
Transportation and Public orks Departrnent
CITY OF FORT WORTH West Downtown Structural Rehabilitation Phase I— W 101h Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01364
Revised December 20, 2012
City/State/Zip: ��(;c�. ( � �,,, Vv� p�33 �� Approved as to Form and Legality:
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a
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z�
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1�
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BOND#105940370
T� SB'AT� �F T�XAS
C�UNTi' ��' 'I`��t.AlVT
00 67 l3 -1
PERFORMANCEBOND
Page 1 of2
SECZ�[O1�I 00 Gx 13
�ExFo�eE Bo�
§
§ 1KrT�V'►' A�,L BY'�'H�S� PIt�S�I�ITS:
§
Tha� we, SAI�. CONSTRZ3CTION, I.LC, lcno�vn as "Principal" herein and
Travelers Casualty and Surety Company , a corporate surety(sttreties, ii mor� iltan
one) c�.uiy anihorized to do business in tlie S'�ate of Texas, lrnown as"Surety" herein (whether one
ar more}, are held aa4. firmly bound unto the City of Fort Worth, a ruut�ici�at carporation created
pursuant to the iaws of Te�:as, lalo�vn as "City" herein, in the penal sum o� SE'V�N �1DF€�D
N�NEi'�-S�V�N �'�:dYTS�NA, ��E FIU�I�3�I� SII�i Y��I➢ NQ/100➢i�I,L.A�S
��7.47,360.1I0'), lawfui money of the Unrted States, �a be paid in Fort Worth,�Tarrant Coun��,
i'exxs for the pa�menl: of which sum well and truty tn be made, we bin.d otirselves, our heiTs,
executors, administrators, successc�rs and assi�s, jaintiy and severally, finnty by tiiese presents.
I7 �f�REAS, the Principai has entered into a cez�tazn written contraot with the City
I3 awarded ihe da�� of .i t i i � �i `>+ i> r' 1':i , 24� which Cantract is herebSr referred to and
i9 �vade a part hez�eof for ali purposes as if fuliy set fo��fh herein, to furnish all tnaterials, equi�ment
20 1_abai� and athar accessories defined by law, i�z the prosecution of the Vdork, incl.uding any Chanbe
21 Oc�ders, as provided for in said Canixact desi�ated as VVest �o�vntow� S�ruetural
22 ?ehaba?itai�oz� �'�aase I—'4�' 1�'�` St�ect� �i�y �'roject I�o. d11364
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�TQ�, ��itE��RE, the coz3dition of this obligat�on is such that if the said Principal
s1�atl faithf�zlly perfoizn .it abligations under the Contraot and sha11 in alI respects duly and
�'aithfuIly perform the Work, ineluding Change Orders, un.der t}�e Contract, accordina % the plans�
specifyications, and con�ract documents tlserein referred to, and as weli during any period of
estensio� of the Contract i:hat may be granted on the pa:� of the City, then this obligation shail be
and became nu1l and void, otherc��ise ta remain in fui( force aud ef%ct.
�'IZE�VJ��} F€T�TH�R, ihat if any legal action be f�led. on tliis Bontl, venue shali lie in
Tarrant Coun��, T8\a5 02' �78 Uri1teCl Sf.3.i:8S D1SiT1C� COU2't �4I' %�l.E NOii�le2i1 DiS1TiCt O�TCXIS, Fort
32 Woril� I3ivision:
CITY OF FORT QVORTh �TJest Downtown Structurnl Rehabititarion Pnase I— V11 D`� Street
STA23DAP.D COlvSTRUCT10Iv SPECIFtCATION DQCIMENT'S City Project No. 01364
Revised 7ui�-1, 2Q21
00 61 13 - 2
PERFORMANCB BOND
Page 2 of 2
1 ?'his bond is made and executed in complia�ice with tlie provisions of ChapYer 2253 of the
2 Te�;as Goverrunent Code, as amended, and alI Iiabitities on tlus bond shall be deterniined in
3 aceordance witF; the provisions of said sta.tue.
4 �N'(�I�N�SS �ETt��IF, the Principal and the Surety have SIGNED and SEALED
5 fliis instra�nerat by duly authorized agents and officers on tliis ihe da}� of
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(k'rincipal Seoretary
� d
'�Uitness as to PrincipaI
; ,, ;
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�i�itness as to Surety
Dana A. Dragoy, Witness
PRINCIPAL:
SAK Construction,
SURETY:
Travelers Casualty and Surety Company
B G�-c� �`--��.
5iguature
Andrew P. Thome, Attorney-In-Fact
I�;ame and Title
Address: One Tower S�uare
Hartford, CT 06183
Telephone Number: 860-277-0111
*Note: If signed �by an officer of the Suret�� Company, theze must be on f�1e a certif ed extract
from the by-la��s shawing that this persan has authoritv to sig�i such obli?ation. If
Surety's physicat address is differen� from its mailing address, botli �nust be gravided.
`Fiie date of the bond shall not be prior to the date ihe Cont�•act is avvarded.
CPI'Y OF POFT ��VORTH • VJest Downtown Shuetural P.ehabilitafion Phase I— R' i 0'" Street
STA?�tD.ARD CONSTIZUCTION SPECIFICATIOi`l D�CiJIviENTS City Project No. 01364
Revised July i, 2011
Boyd Hirtz, Vice President
Name and Title
Address: 864 Hoff Road
O'Fallon. MO 63366
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BOND #105940370
�E S'�'ATE �14"�EXAS
�OtUN�'�' OF TARRA1�tT
006114-1
PAYMENTBbND
Pxge i of 2
SE�'F�C}N 00 51 14
PAYNi�NT BOT�ID
§
§ �TCDV1' Aiti� BY T�SE PR�SENTS:
§
That wa, SAI� CON�TR.UC'ITaN, LLC, lrnown as "Principat" herein, and
Travelers Casualty and Suretv Companv , a corpora#e svreiy
(sureiies), duI}� authorized to do business in t4�e State of Texas, icnosvn as "Surety" herein
{wi�ether one or more), are hald and £'irml}� bottnd E�uto the Cify of Foi�t Worth, a municipal
carporation created pursuant to #he Ia��s of the State of Texas, known as "City" herein, in the
penal sum of S�4'EN �i€JN�3�� I� .�1i ET``�'-SEVE:AI THOiTSAN3�, T'�.EE HONi'i]L' +lfD
�I�'TY 1�N� 1�TE3/�f�O��L� (��'97,360.t10), lawful money of the TJnited States, to be paid
ir� Port Worth, '�arrant County, Texas, fQr t�he paymeirt of which sum »ei( and truly be made, we
bind ourselves, our l�eirs, execz�tors, adcxrir�istrators, successors and assi�s, jointly and severallS�,
finnly by these presanfis:
�f�R��.S, Principal �as entered into a certain written Conts•act wi#h City, awa�•ded the
day af r•.� � J'�� �1 �� ?�%' ;3 , 20„�,, whicli Contract is hereby xefeired to and
rr�ac%.e a part liereof for aIl purposes as i£ fEflly set fortlz herein, to furnish all fnaterials, equipme�i,
labor and other accessories as de�nea hy laRr, in the prosecitiion of the Work as provided for in
said Cantract and designa#e� as �es� �ow�to�wn �tructu�al I�ehabiiita�Ron Phase �—�4' If�tn
Streets �ity �'r€�ject i�io. 61�6�.
2� I�IDW, ++�+0�, THE COI�,TDITION aF THIS OBL�GAT'ION is such that if
25 Princigal shail pay all naonies owi.ig to any (aud alI) pa�ment bond beneficiary (as defined in
2b Chapter 2253 of the Te�as Gover�ment Code, as amended) in the p; asecution of the Work under
27 tbe Contract, then ihzs obligafiion shail �e and becoxne null and void; otizerwise to remain in full
28 foree and effect.
32
29 T1us bond is made and executed in compliance with the pz•ovisiuns of Chapter 2253 of the
30 Texas Government Code, as amended, and ail Iiabilities on this bond shalt be determined in
3] accardance with the provisions of said sta.�-ute.
CIT'I' OF PORi VF'ORT�I Wesc Downtown Sfntctural Rehab'siitation Phase T— �h' LO`�` Street
STANDARD CON577tUCTTON SPECIFICATi�Ie DOCiThiENTS City ProjecL No. 0136?
Revzsed 7u1�� 1, 2011 �
�
OD6t 14-2
T'AYNI"c1�IT BOND
Page 2 of 2
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Il�I V4'�'NESS �RIEOF, the Psinci�al and Svraty have each SIGNED and SBALED
this instrument by duly authorized agants and officers ou this the � day oi
• , 20
ATTEST:
(Principal) Secreiaiy
��
Witness as to Pri��cipal
ATTE�T:
�.
�. � i, ��'� ��,
,� ��
(S rety) Secretary
Kristan L. Lucas, Witness
�,rttness as t g 8�ret� '��
bana A. Dra o W ness
PRINCIPAL:
SAK Construction, LLC
f
BY: � 1 , '
Signatuce
Boyd Hirtz, Vice President
Name a�d Tifile
AdC�t'P�S: R�ia H�ff Rna�i
O'Fallon, MO 63366
SIJRETY:
Travelers Casualty and Surety Company
�
r. �
igr►ature
Andrew P. Thome, Attorney-In-Fact
Name and Title
Ac�dress: One Tower Square
a ord, CT 06183
Telephoue N�unher: 860-277-0111
Note: If sigr�ed by a.n of�cer of the Surety, there must be on file a csrti�ed extraci: from the
byla�vs sltowing that this person Iias authority ta si�n suel� abligation. Tf Scirety's physical
addres� is diffe�•ent from its ma.iling address, both must be providea
The date of the oond shatl not be priar to the date the Contract is awarded.
�N33 E?F SEC�dON
CLTY 4F FQRT �V012TH WestDowniDwn Stracttual Rei�abilitatior_ Phase F— W LO'� Street
STAh'DARD CONSTTtUCTlON SPECIFICATiON DOCUMENTS CityP;oj�[ Ne. 01364
Revised 3uty 1, 20i1
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BOND #105940370
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T� S'�'A'�� O�+ TEhA.S
CO�7N`�'3' Q�' 7�'1'�RR.Alol'�'
0061 !9-i
l4A]DP_'ENANCE BOND
Pape I of3
SECT��N 00 6129
Ir�IAINTENANCE BOND
§
§ k�l"0�' A�L �3Y ��5� ?°�SIENTS:
§
That �vve SAK C�NSTRUCTIQN, LLC, l:no�vci as "�zincipaP� herein a��d
Travelers Casualty and Surety Company , a corporate surety (sureties, if more th�n
azze} duly uutiiorized to do husiness in.the State of Texas, Icno�c�vn as "5urety" 1}erein (whether one
or. znore), are lield and furni� bound unto tlie Ciiy af Fort Worth, a municipai oosporaiion areated
pursuani to tn� Iaws of tEie S#ate of Texas, Icnot�rn as "City" herein, in the sum of ��'V�hT
f�Ji�� I�IIl!'�'�i�-S�'�N'I"��'FJSAAt�D, ��iRE� J[�Tl�I�DR� S�.'I`Y x1N.b}
NO/�a0���.I.AI�S (�797,360.0�, tawfu� money of the United States, to be paid in Fort R�orth,
Tarrant County, Texas, for payment of which sum well and fruly �be made unto the City and its
successors, we biuci aurs�lves, our heirs, executors, adminish�ators, successors and assia s, jair.tly
and severally, £�irmly by these pres�ts.
O4'�R��,.S, the Prineipal has entered intio a certain written contract with #he City awarded
the day of ,l �; i`� �`r :�: 7,l !`� , 20 , which Contract is bereby
referred to a�id a made part hereof for aiI pnrposes as if f�.Ily set forth herein, to fumish alI
matez�a�s, equipment labot� a�xd other accessories as defiued by l�w, in the prosecution of t1�e
��brk, includi�g a.ny �Nork rest�liirig from a duly aZtthocizzd Change Order (cotlectively l�exein,
the "Wor�") as pravided f�r ui sai� coniract a;id desib ated as �'es� �o�svz���� n Struetu�al
:P.��abili#ai�on P�►ase i— FeTV �0�� S�ree�, Ci€y Projec� No. @1364; and
�'�I�[�S, Prznczpai binds itselx to use snch �natez�ials and #a so construct the �vork in
accordanee witl�tl�e plans, specifica�ions and Contract Docurnenfs thatthe �Uork zs a�d tiX�itl
remain free frc�� defects in materiaEs or worlc�anship for and during tt�s period of two (2) ye�rs
aiter the date of F'i�aal Acceptance of tbe g��ork by it�e City ("MainteFiance Period"); and
j
32 'V4��R�f�S, Princi�al binds itseli to repair or reeonstruct the Work in whole or in part
" 33 upon receiving natice from the City of the need therefor at any iune within the MaintenanGe
�
34 Period.
G1TY OF FORT VvORTET West Dac�vto�m Shvctural Reliabiiiation Pbase I— W IO°i Street
STA�TDARD CONSTRUCT[ON SPECIFICAT{Or DOCUMENTS Cin ProjecCNo. 01364
Revised ]uly 1; 201t
��.
� .-�------
�:..:.
006t 19-2
MAIl�ITENAIVCB BOND
Page 2 of 3
1
2 NO'�V 'TI�R�FCIRE, tlie condition of ihis oblitration is such that if Prinoipal shall
3 �•emedy any defective t�orb, %r which time�y notice was provided bs� City, to a completion
4 saiisfactory to the City, then this obligation shall'beca�e null and void; otherwase to remain in
5 fall �o�•ce and effect.
6
7 P3C()�DE�, �C?��R, if Principal shall fail so to repair or reconstruct an� timely
S noticed defective �rV ory, zt is agreed fihat the City ma�� cause any and a3i such defective Wor�: to
9 be repaiz•ed andlor reco�structed with all associaied cos#s tt�ereof being borne by the Principal and
10 the Surety uiider this Mai�Ztenance band; and
11 • �
12 �'I��}��� I'TTR.�LL, fi�at if any le�at action be itied an filus Bonci, vanne shall Iie in
U Tarrant County, Texas ar tl�e linited States Disfrict Court for f�e?�orthez•n District of Texas, Fort
14 Worth D�ivision; and
15
16 F�tCD�E�3 �U�t�R; that this obiigarion shail'�e continuous in nature and
17 successive recoverzes may be had hcreon for successive breaches.
18
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CiT'Y OF �dRT i�VO�TH West Dovmto�an Sirucfural Rehabititation Phase I— W 10°i Street
STAs�IL�AKD CONSTRUCTTON SPECI� ICATlOI�t DOCUMEI�"TS Ci#y ProjectNa. 01364
Revised 7uty i, 2ti11
rr �
00 bI 19 - 3
MAINTENANCE BOND
Page 3 oF3
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IPI WI'�NESS W�iE�OF, the Principat and the Suret}� have each SIGNED and SEALED this
instrument by duly authorized a�ents and officers on this tl�e day of _
• , 20
ATT T: 1,���v4 LtiG' Y`Ql
�� ' �
(Principa ) Secretary
..�.�LN�"��i
Wi�ness as to Principal
ATI'BST:
�, i • f ` (
(Surery) Secretary � ns an . ucas, Witness
,
Witness as to Su`rety Dana�A.'' Ufagoy, Witness
�RTNCTPAL:
SAK Construction, • C
$'Y: ' 1
�-_Bi�na -e
Boyd Hirtz, Vice President
Name and Title
Address: $64 Hoff Road
O'Fallon, MO 63366
SU�ETY:
Travelers �ualty and Suret Com an
q �,_.
CC.c.t.ul
Si�rtatus'e
Andrew P. Thome, Attorney-In-Fact
Name and Title
Address: One Tower Square
Hartford, CT 06183
Telepbone Ntunber: 860-277-0111
�=Note: Ff signed by an of�icer of the Sura�y Cornpaizy; there must be on �Ie a eertif'ied extract
£�rom the by-laws showing that this persou has autho: ity to sign such ohiigation. If
Surety's physicai address is different from its maiting acldress, boili must be provided.
The date of ihe bond shal] ttot be prior to the data the Cc�ntract is awardad.
CITY QF FORT WORTEt West DoFvntowu Structurai Rehabilitatian Phase I— 4V IQ'�' Street
STANDARD COhTSTRUCTTON SPECtFICATTON DOCUMENTS Cin� ProjectNo. 61364
Revised Ju[p 1, Z011
i4CKNOWLEDGEMENT FOR CONTRACTOR
ACKNOWLEDGEMENT FOR CONTRACTOR, IF LIMiTED LtABILITY COMPANY
STATE OF MlS50UR1
COUNTY OF ST. CHARLES
ON THE �} DAY Of �U.YI� , Lv13 , BEFORE ME
PERSONALLY APPEARED I�n.rcl N-i ✓-I'2 TO ME KNOWN AND
KNOWN TO ME TO BE THE �Il C'� Pr�S i Gi ��� OF SAK CONSTRUCTION, LLC,
A LIMITED LIABILITY COMPANY, DESCRIBED IN AND WHO EXECUTED THE FOREGOING
INSTRUMENT AND ACKNOWLED6ED TO ME THAT (S�HE EXECUTED THE FOREGOWG INSTRUMENT
AND ACKNOWLEDGED TO ME THAT �S�HE EXECUTED THE SAME AS AND FOR THE ACT AND DEED
OF SAID LIMITED LIABIUTY COMPANY.
13�,.�(,-��--�- f �-�
NOTARY PUBLIC
'�d".�'v�'�M/`d
[3arbara Trende
Notary Public Notary Seal
State oi Missouri Coimty of St Charles
My Commis,iUn Cx�ir�s 12119/?.014
ComrniSSVnn # 101'26252
�:l�'�� ^.�`�:r,�,n
State of Missouri
County of St. Louis
On , before me, a Notary Public in and for said County and State, residing therein, duly
commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attorney-in-Fact of
TRAVELERS CASUALTY AND SURETY COMPANY
the corporation described in and that executed the within and foregoing instrument, and known to me to be the person
who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation
executed the same.
�
� IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this
. certificate above.
�� �
� .� �� .,, ..��,v�
� r
� Dana A. Dragoy, Notary Public
' L Dl�Nl4 A. DRAGOY
, � tVotary Public - Notary Seal
� )! ST�iTE QF MISSOURI
St. Louis Counry
� My Commission Explres: Sept. 20, 2013
I Commf�s{t,n # 0061FqaA
--;-�. �,.�x;��:. _
My Commission Expires:
1
I �I
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER '
POWER OF ATTORNEY �
TRAVELERS.J P'armington Casualty Company St. Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Company 'i]�avelers Casualty and Surety Company '
ridelity and Guaranty Insurance Underwriters, Inc. navelers Casualty and Surety Company of America �
St. Paul Tire and Marine Insurance Company United States P'idelity and Guaranty Company
St. Paul Guardian Insurance Company
Attorney-In Fact No. 225910
Certificate No. � O'rJ' 4 0 g 4, 9 8
I{NOW ALL MEN BY TH�S� PRESENTS: That Farmington Casualty Company, SL Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance
Company, St. P1u1 Mercury Insurance Comp�ny, Traveleis Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States
Fideli[y and Guaranty Company are corporltions duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a
corporation duly oiganized under the la�vs of the State of Io�va, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the
laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constiwte and appoint
Andrew P. Thome, Dana A. Dragoy, Kristan L. Lucas, Peter J. Mohs, Helen A. Antoine, Debra A. Woodard, and Barbara Buchhold
��
of the City of ChOSteI'fleld , State of M1SSout't , their true and lawful Attorney(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this insh�ument to be signed and their corporate seals to be hereto affixed, this 1 gth
day of March 2013
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwritexs, Inc
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
'h�avelers Casualty and Surety Company
'h�avelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
p/.Sfl,�� ,,yyTY yF1RE 6'7ky i��� G + j INSUqw�. P�1V AHO SUA IY,I,_
2 0 1' $r MtqTa J '4 ° 0::..........9 , JP :............9.(.`:, yJ y FYA,. R4 �� '•�o
p�`o�, RIr L Ci +° o G ar ,. _ 79� @• •! i 4: p G SC� cq yt�\ C/
� s � � f1 � � , :�i�QQ�ITE�� �� � - my �'CONF'ORAIF.m �W:'GOPPOqqif;;�t � 9� x� 4 F � 'G
0
1 9 8 2 0 � y 977 G " � a E . �° a HARTFORD, t 3 HMTFORD, � �� L
Z .�- 1951 � ' Jt S E A L i"f " ` o F i CONN. n �j CGVN. g N 1896 t
�y`�c�' aa� � � � '%�,,;a�o€� ��d:•...... •'s� ° �o6:�,SERL;o �+Oc° � ��` � �,�(�
���N �'� �� 3n xnN �;>� ti�IS . A�� �%Sy........�a� 661 naya �7y��.,� ��� �j'� AM�E�
� ..... .;,�w""
State of Connecticut
City of Hartford ss.
By:
Robert L. Raney, enior Vice President
On this the 18th day of March 2013 before me personally appeared Robert L. Raney, who acknowledged himself to ��
be flie Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Under�vriters, Inc., St. Paul
Fire and Marine Insurance Company, St. P1ul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers
Casualty and Surety Company of America, and United States Fidelity and Guaranty Compai�y, and that he, as such, being authorized so to do, executed the foregoing ,�
instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
p.TET
In Witness Whereof, I hereunto set my hand vid official seal. ��� W w� �� �����!"v`^^��1
My Commission expiies the 30th day of Jmte, 2016. � p�`��j * Mane C. Tetreault, Notary PubLc �
� ��
58440-8-12 Printed in U.S.A.
1_,�
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted ui�der and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity
and Gulr�nty Insurance Company, Fidelity and Guaranty Insurance Undenvriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance
Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States
Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follo�vs:
RESOLVED, that Uie Chairman, the President, any Vice Chaiiman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice
President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and m1y give such appointee such authority as his or her certificate of authority may prescribe to sign with the Comp�ny's n�me and seal �vith the
Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice Presidevt m1y
delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatoiy in the nature of a bond, recognizance, or conditional undertaking
shall be valid ai�d binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
President, any Secaid Vice President, the Trelsurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed �vith the
Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; a�d it is
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, �ny Senior Vice President, any Vice President,
any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Comp�ny may be affixed by facsimile to any Power of Attorney or to any
certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds
and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and flcsimile seal shall be valid and binding on
the Company in the future with respect to any bond or undeistanding to which it is attached.
I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Comp�ny, Fidelity �nd Gulrinty Insurance
Underwriters, L�c., St Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and
Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Compiny do hereby certify that the above and foregoing
is a true and correct copy of the Power of Attorney executed by said Companies, which is ii� full force and effect and has not been revoked.
�)� l ��l � � .2, () i :3
IN TESTIMONY WHER�OF, I have hereunto set my hand and affixed the seals of said Companies this day of , 20 _
�i✓'� �
Kevin E. Hughes, Assistant Sec tary
pASU,� ,p_�+p�'j' TY� F\0.E�y �N IN G .. ,"iNSuq`•,,, p�Tv nNo 6VA (�TYAr�
��p0��rj, ]Y �µKp 1i JV 'yKh, O\,:. ;$.'� �,+ JH�..........9 �: 9J SL C��^' AYCp �
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� `�+cc��� � � '��c a �1.,, ��e>...'S8AL�3}! �, o � r °� ,�r.n�
b�y , �N d �� ��O�F^ m�E` a1S..AH�� ti.s^. ...:r�a€ sdi �,N�EC �'. v�ic J�) AIN°'
` � .�m..�''
To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at w�vw.travelersboi�d.com. Please refer to the Attorney-In-Fact number, the
above-named individuals and the details of the bond to which the power is attached.
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER
7RAVcLE"rt: G:+SUA�TY ANIJ SiJi2�7Y :;OP.4F''r,tJY Ur AtJEiiI�H.
tlRUTF"C1nD.:.'rJ�NECTICUT 05iE,�
�ItJi�NCIAL STATEMi_NT fiu CF DEC'cMnER 3;, 20i2
C;+PITi;L ST��Y, 5 n,�i6Ce,06G
Ur';SH ANG INV�Si ED CASM
BONDS
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PREN11Ut� 6Atr`�NCES
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S��URiTiES �Eh'JIN�� RctNVcSfiEC� CULV:TERi�L r^vSSEiS
Ri=CFIVkeL�S FROM r"'titRi:h'T, ^aUF3StD1ARI�S AtdG hr'-FiLi'-.s �S
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i;ITY d� 17Ar^.T=i�RD }
'.5.°36;?91
3J23,171,��t5
£�U,79fi.', 32
280,73Q,597
18d,9�2.5P8
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7,7�9,? 55
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UI'JLHFiN�C PF?EMlUh45
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't2�=1RSUi2nNCt Pk'YHDLE OtJ PAIU LOSS�S & LOSS At}.I. cXf'cIdS�S
1.Q5^o NDJUSThhFt.T EXUENS�S
CdFr'+t�M1ISSI0N5
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OTii�R �X�tPdSES
r=Ul;JS HEi.'J Ut�D�R REI15Ur2ANCE TREA?lES
C:URR�NT rEA�RAL AND �OREIGN IN;;U�AL Tr.XES
RcNfTT?,N�ES A�D ITrMS I�UT ALLOCA3'c€7
r t�OE,1hTS VJITHi-Ic�p ! RETF.i1�Ep BY C�J' MPAi.R' hQF? ii i HEW.S
RE'TRCJAG7iVE REINSJRANC:`c RESE�VE ASSUA9Eii
r��LICYHfl:.I3ER QIVIDcNDS
f'F?OUISiOR ��QR F.�IhaURAt�lG:=
.�,�JV;�tdCE ?RcMIUM
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i OTkL SURPLUS TO PO�ECYtiOiDERU
TOTAL LIA.BILITIFS & SURPI.L'S
5 722,dp9,69<^
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525,398
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idtlCNkEL J. D��DY, Hcltv�.:> CClLY Sbt'�Rt�l. S?;YS THnT H� f5 S�C�N7 VICE Qr;ESIQ2NT, 0= TRAV���RS CkSUkL �.' A,Np SUR�TY CCi��i:NY Or `r,F�i�:=tl::h.
nNC,� THh7 T�J THE 6ES7 OF HiS t:lv^vW'�=Dv= ANQ BE:.IEF, � i-i� P,7P.LGJINi� IS r^n 7RUc ANb GflRR=CT ST�TFM :tv � 0� � H� FIN,"�,NCIfi+I :U?J;lf i tUN 0'r .�iIiICJ
:�Jt�it�ANY Ft5 i7� i'HE� 3i57� URY JF c7EGEP�IBER, 281.'�..
SIJ�uSGRIB�D AR�� SY'flRtQ T� BEFO°= �Fc i*i!S
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� �
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Travelers Casualty and Surety Company of America and its affiliates'
toll-free telephone number for information or to make a complaint at:
1-800-328-2189
You may contact the Texas Department of insurance to obtain infarmation on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: htt�://www.tdi.state.tx.us
E-mail: ConsumerProtection a(�.tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim you should
contact your Agent or Travelers first. If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or condition of the
attached document and is given to comply with Texas legal and regulatory requirements.
(PN-042-B) Ed. 10.18.07
,,..—�
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CTI'1' OF FORT WORTH
STANDARD CONSTRUCT'[ON SPECIFCAITON DOCUMENTS
Revision: Aug�at 17, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— Definitions and Terminology ..........................................................................................................1
1.01 Defined Terms ...............................................................................................................................1
1.02 Terminology ..................................................................................................................................6
' Article 2— Preliminary Matters ......................................................................................................................... 7
' 2.01 Copies ofDocuments ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work .......................................................................................................................... 8
2.04 Before Starting Construction ........................................................................................................ S
2.05 Preconstruction Conference .......................................................................................................... 8
2.06 Public Meeting ..............................................................................................................................8
2.07 Initial Acceptance of Schedules ....................................................................................................8
Article 3— Contract Documents: Intent, Amending, Reuse .......................................:.................................... S
3 .O 1 Intent .............................................................................. ................................................................ 8
3.02 Re£erence Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies .......................................................................................9
3.04 Amending and Supplementing Contract Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................1 Q
3.06 Electronic Data ............................................................................................................................ l l
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ...............................................................:........................................... l l
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points .........................................................................................................................14
4.06 Hazardous Envirorunental Condiiion at Site ..............................................................................14
Article S— Bonds and Insurance ..................................................... .......16
.........................................................
5.01 Licensed Sureties and Insurers ...................................................................................................16
5.02 Perfoz�mance, Payment, and Maintenance Bonds .......................................................................16
5.03 Certificates of Insurance .............................................................................................................16
5.04 Contractor's Insurance ................................................................................................................18
5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities ........................................................................................................19
6.01 Supervision and Superintendence ...............................................................................................19
CfI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION bOCUMEN'fS
Revision: Augu� 17, 2012
6.02 Labor; Working Hours ................................................................................................................20
6.03 Services, Materials, and Equipment ...........................................................................................20
6.04 Project Schedule ..........................................................................................................................21
6.05 Substitutes and "Or-Equals" .......................................................................................................21
6.06 Concer�r�ing Subcontractors, Suppliers, and Others ....................................................................24
6.07 Wage Rates ..................................................................................................................................25
6.08 Patent Fees and Royalties ...........................................................................................................26
6.09 Pezmits and iJtilities ....................................................................................................................27
6.10 Laws and Regulations .................................................................................................................27
6.11 Taxes ...........................................................................................................................................28
6.12 Use of Site and Ott�er Areas .......................................................................................................28
6.13 Record Documents ......................................................................................................................29
6.14 Safety and Protection .................................................................................................................. 29
6.15 Safety Representative .................................................................................................................. 30
6.16 Hazard Communication Programs ............................................................................................. 30
6.17 Emergencies and/or Rectification ............................................................................................... 30
6.18 Submittals ....................................................................................................................................31
6.19 Continuing the Work ..:................................................................................................................ 32
6.20 Contractor's General Warranty and Guarantee ..........................................................................32
6.21 Indemnification ......................................................................................................................... 33
6.22 Delegation of Professional Design Services ..............................................................................34
6.23 Right to Audit ..............................................................................................................................34
6.24 Nondiscrimination .......................................................................................................................35
A,rticle 7- Other Work at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination ................................................................................................................................36
Article 8- City's Responsibilities ................................................................................................................... 36
8.01 Communications to Contractor ...................................................................................................36
8.02 Furnish Data ................................................................................................................................36
8.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements; Reports and Tests ...................................................................................36
8.05 Change Orders .............................................................................................................................36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
8.07 Limitations on City's Responsibilities .......................................................................................37
8.08 Undisclosed Hazardous Environmental Condition ....................................................................3'1
8.09 Compliance with Safety Program ............................................................................................... 3'1
A.rticle 9- City's Observation Status During Construction ........................................................................... 37
9.01 City's Project Representative .....................................................................................................37
9.02 Visits to Site ....................................................................................................................:..........:37
9.03 Authorized Variations in Work ..................................................................................................38
9.04 Rejecting Defective Work ..........................................................................................................38
9.05 Detecxninations for Work Perfocmed ..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38
CTI'1' OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Au�nt l7, 2012
Article 10 - Changes in the Work; Claims; Extra Work ................................................................................ 38
10.01 Authorized Changes in the Work ............................................................................................... 38
10.02 Unauthorized Changes in the Work ...........................................................................................39
10.03 Execution of Change Orders .......................................................................................................39
10.04 Extra Work ..................................................................................................................................39
10.05 Notiiication to Surety ..................................................................................................................39
10.06 Contract Claims Process ............................................................................................................. 40
Article 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................4�1
' 11.01 Cost of the Work .........................................................................................................................41
' 11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Work .......................................................................................................................... 44
' 11.04 Plans Quantity Measurement ......................................................................................................45
A.rticle 12 - Change of Contract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 Change of Contra.ct Time ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
A.rticle 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48
13.01 Notice of Defects ........................................................................................................................ 48
13.02 Access to Work ........................................................................................................................... 48
13.03 Tests and Inspections ..................................................................................................................48
13.04 Uncovering Work ........................................................................................................................49
13.05 City May Stop the Work .............................................................................................................49
13.06 Correction or Removal of Defective Work ................................................................................ 50
13.07 Correction Period ........................................................................................................................ 50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work ............................................................................................. 51
Article 14 - Payznents to Contractor and Completion ....................................................................................52
14.01 Schedule of Values ...................................................................................................................... 52
14.02 Progress Payments ...................................................................................................................... 52
14.03 Contractor's Warranty of Title ................................................................................................... 54
14.04 Partial Utilization ........................................................................................................................55
14.05 FinalInspection ...........................................................................................................................55
14.06 Final Acceptance .........................................................................................................................55
14.07 Final Payzr►ent .............................................................................................................................. 56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................56
14.09 Waiver of Claims ........................................................................................................................57
Article 15 - Suspension of Work and Termination ........................................................................................ 57
15A1Ciry May Suspend Work .............................................................................................................57
15.02 Ciry May Terminate for Cause ................................................................................................... 58
' 15.03 City May Terminate For Convenience ....................................................................................... 60
Article16 - Dispute Resolution ......................................................................................................................61
16.01 Methods and Procedures .............................................................................................................61
CITX OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION AOCUMENTS
Revision: tlugiat 17, 2012
Article17 — Miscellaneous .............................................................................................................................. 62
17.01 Giving Notice ..............................................................................................................................62
17.02 Computation of Times ................................................................................................................ 62
17.03 Cunnulative Remedies .................................................................................................................62
17.04 Survival of Obligations ............................................................................................................... 63
17.05 Headings ......................................................................................................................................63
CITY OP FORT WORTH
STANDARD CONSTRUCTTON SPECIFCATION DOCUMEN'IS
Revision: Augiat l7, 2012
00 �z oo - i
General Conditions
Page i of63
ARTICLE 1— DEFIIVITIONS AND TERMINOLOGY
1.01 Defzned Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, £eminine and. neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other docunnents or forms.
1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the �Vork.
3. Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or �nal paynnents and which is to be
accompanied by such supporting documentation as is required by the Contract Documents, •
4. Asbestos—Any material that contains inore than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bic�The offer or proposa] o£ a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who submits a Bid directly to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Docunnents
(including all A,ddenda).
9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is de�ned as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
1 l. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting o#'24 hours measured from midnight to the next midnight.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS
Ttevision: Aug�at 17, 2012
00 �z oo -1
General Conditions
Page 2 of 63
13. Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for �nal enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified goveming body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fo�t
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The � entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Docunnents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
20. Contract Documents—Those items so design�ted in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Coniract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH
STANDARD CONSTRUC7TON SPECIFCATION DOCUNIENTS
Revision: Augat 17, 2012
oonoo-i
General Conditions
Page 3 of 63
25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Cla"un.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The o�cially appointed Direcior of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
' representative, assistant, or agents.
29. Director of Plannzng and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportation Public Yl'orks — The officially appointed Director of the
Transportation public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assisiant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be perfortned by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Agreement=The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
' Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field Order A un•itten order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been eompleted to the satisfaction of the �ity.
C1TY OF FORT WORTH
STANDARb CONSTRUCTION SPECIFCATION DOCUIvIENTS
Revision: Aug�at 17, 2012
oonoo-a
Genera( Conditions
Page 4 of63
38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requirements—Sections of Division 1 of the Contract Documents.
A0. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Ra.dioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Lmvs and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item -- An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is 1ess.
45. Milestone A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to �inal Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successfi.tl Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
wiil sign and deliver the Agreement.
47. Notice to Proceed—A writien notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (6Q degrees Fahrenheit and 14.7 pounds per syuare
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See de�nition of Drawings.
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` 51. Project Schedule A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project—The Work to be performed under ihe Contract Documents.
53. Project Representative—The authorized representative of the City who will be assigned to
the Site.
54. Public Meeting —.An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
S5. Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Submittals—A
submittals and the time
consiruction activities.
schedule, prepared and maintained by Contractor, of required
requirements to support scheduled performance of related
59. Schedule of Values A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Paymeni.
60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Spec�cations—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by aitachment or, if not atiached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project.
62. Subcontractor—An individual ar entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
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63. Subynrttals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Coniractor to illustrate some portion of the Work.
64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Coniractor.
66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to fuznish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities—Al] underground pipelines, conduits, ducts, cables, wires,
mariholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for defmition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5;00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and docurnentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
'12. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the Ciry for contract purposes, in which weather or other conditions
not under the control of the Contractor will pexxnit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suita.ble," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not confozm to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incotporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
contextused.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIlVIITTARY MATTERS
2.01 Copies of Documents
City slaall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Conslruction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specif ed in the Contract Documents.
2.06 Public Meetrng
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until accepta6le schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3— CONTRA.CT DOCUMENTS: INTENT, AlV�NDING, REUSE
3.01 Xntent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contxact Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be infecced from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Docwnents shall be issued by City.
D. The Specifications may vary in form, format and siyle. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shatl be supplied 6y inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the fornnat of the
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section. The Contractor shall not take advantage of any variation of forcn, format or style in
making Contract Claims.
E. The cross referencing of speci�cation sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Coniractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.42 Reference Standards
A. Standards, Specifcations, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws.or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise s,pecifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Coniractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any oi its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolvrng Discrepancies
A. Reporting Discrepancies:
l. Contractor's Review of Contract Documenis Before Startzng Work: Befare undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowiedge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, enror, ambiguity, or discrepancy
within the Contract Doeuments, or between the Contract Documents and (a) any applicable
Law or Reg�alation ,(b) any standard, specification, manual, or code, or (c) any inshuction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City %r failure to report any conflict, enor, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. ResolvingDiscrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse ofDocuments
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ovcmership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo� prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions o£
the Project or any other project without written consent of City and specifc written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or tertnination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifcations referenced and ]ocated on the City's Buzzsaw site. Files in electronic media
format of te�t, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of soflware application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
I�fAZAItDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not oi
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
1. T'he City has obtained or anticipates acquisition o£ and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions, The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, andlor relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementa.ry Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limzted Reliance by Contractor on Technical Data Authorrzed: Contractor cnay rely upon the
accuracy of tlae "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
tlaereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 D�eringSubsurface or Physical Conditions
A. Notice: Tf Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on vvhich Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. difiFers materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinari(y encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or pez-�'orming any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shal! not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitrnent to City with respect to Conhact Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such infornnation and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated.•
l. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions af�ected thereby or performing any
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Work in connection iherewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such conseyuences.
3. Verificafion of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavadon if necessary.
4.05 Reference Pofnts
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed �vith the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference poini or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by tlne Contractor.�The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Errvironmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Conlractor on Technical .Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technica] data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created witli any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor sha11 not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Confiractor: (i) specifying that such conditian and any affected area is or has
been rendered suitable for the resumption o£ Work; or (ii) speci�ying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notic� Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by arryone for whom Contractor is
responsible. Nothing rn this Paragraph 4.06.G shall obligate Contractor to indemn� any
individual or entrty from and agarnst the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at tfie Site.
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Al2TICLE 5— BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as znay be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Confiract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are nanned in the list
of "Companies Holding Certi�cates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Managerr�ent Service, Surety Bond Branch, U.S. Department of the Treasuty. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of atiorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to rneet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall coznply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contxactor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
l. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractor's general liability insura.nce shall include a, "per project" or "per ]ocation",
endorsement, which shall be identified in the certificate of insurance provided to the City.
The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show cornplete insurance carrier names as listed in
the current A.M. Best Property & Casualry Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or ha�e reasonably equivalent financial
sfrength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of CiTy is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City ta identify a deficiency from evidence that is
provided shall not be construed as a vvaiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall fol�ow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall ba adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
frst-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirernents and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjushnents shall be
incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
confozrn the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liabiliry. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Cade, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being perforcned and as will provide
protection from claims set fo�th below whicl� may arise out of or result from Contractor's
perfozrnance of the Wark and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perfot-m any of the Work, or by anyone for whose acts
at�y of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurar�ce Sezvices
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operatians,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of tk�e project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or properiy damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
far whose acts any of them may be liable.
D. Railroad Protective Lrability. Tf any of the work or any warranty work is within the limits of
railroad right-of-way, the Coniractor shall comply with the requirements identified in the
Supplementaty Conditions.
E. Notrfication of Policy Cancellation: Conhactor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance k�as
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If CiTy has any objection to t�e coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractar in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Confract Documents, the City shall notify the Contractor in writing of such failure
prior to the star� of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRA.CTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, tectu�iques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall l�ave authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction. �
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Aocuments. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours vuithout
City's written consent (which will not be unreasonably withheld). Written request (by letter or
� electronic communication) to perform Work: �
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weeltend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 .Se�-vices, Materials, and Equipment
A. Unless otherwise specified in tk�e Contract Documents, Contractor shall provide and assume full
responsibility for all sezvices, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, pov�rer, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractbr shall fiunish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may tie provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of.bid, unless otherwise specified.
6.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in .changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification Ol 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
rnay only be made by a Change Order.
6.05 Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietaty item or the name of a particular Supplier, the specification or
description is intended to esiablish the type, function, appearance, and quality reyuired. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal" Items: Tf in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if
a. the City determines that:
1) it is at least equal in rnaterials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3} it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in ihe
Coniraci Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that tl�►e proposed substitute item will:
a) perform adequately the functions and aclaieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substiiute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting'change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
Ciry's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.OS.A.2.
C. City's Evaluation.• City will be allowed a reasonable tirne within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: Cily may require Contractor to furnish at Contractor's expense a special
performance guarantee, wan-anTy, or other surety with respect to any substitute. Contractor shall
indemn� and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claitns, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equrpment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Docurnents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Confractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
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G. Cily S`ubstitute Rezmbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subconiraciors, Suppliers, and Others
A. Contractor sha11 perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entiry, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcont�ractor, Supplier, or other individual or entity to fiarnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Buszness Diversity Enterprise Ordirtance Compliance: It is Ciry policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon reyuest by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor. .
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustifed change or deletion shall be a matezaal breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or iiles in the possession of the Contractor that will substantiate the actual work
performed by an MBE andlor SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragi�aph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other .individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or fumishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of Ciry.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. T'he Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents. .
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause io believe the Contractor or Subcontractor has violated
Chapter 2258, the Ciry shall retain ihe full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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D. Arbitratron Required if vrolation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. Tf the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Marntained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker ennployed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shal� be
open at all reasonable hours for inspection by the City. The provisions of Paragtaph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall subnnit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contxactor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to coznply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incozporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge o� City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others. .
B. To the fullest extent permrtted by Laws and Regulations, Contractor shall indemn� and hold
harmless City, from and against all clazms, costs, losses, and damages (including but not lrmrted
to all fees and charges of eng-ineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolutio'n costs) arising out of or relating to any infrrngement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable ai the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. Czty obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. ff the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Confractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Deparhnent of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regularions
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Confractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
lamited to all fees and charges of engineers, architects, attorneys, and oiher professionals and all
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court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract avvarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
perforrnance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with Sta.te Comptroller's Ruling .007. A.ny such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Ta7c Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www.window.state.�.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Lirnitation on Use of Site and Other Areas:
Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the Ciry, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the Ciiy may require the Contractor to finish the
section on which operations are in progress before work is comrczenced on any additional
area of the Site.
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3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 6.21, Contractor shall indemn� and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal.or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work. During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning.• 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor
faits to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communicatian), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning.• Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shail restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the struciure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible %r initiating, maintaining and supervising all safeiy
precautions and programs in connection with the Work. Such responsibiliiy does not relieve
Subcontractors of their responsibility for the safety of persons or properiy in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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take all necessary precautions for the safery o� and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owzaers o£ adjacent property and o£ Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and Ciry has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contxactor's designated safety representative at the Site.
6.16 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safery data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies andlor Rectifrcation
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt wz�itten notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fai( to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the reyuirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Cont�actor does not talce positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, ihe City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submitta.l wil] be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and si.tnilar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Coniractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing ihe installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action rnay be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly ideniify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C,
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submitta.ls, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents. �
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or prograrns incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
fiznctions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section O1 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Conlractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be de%ctive. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
l. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subconhactors, . Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3, the issuance of a certi�cate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance a£ the Work unless a longer period is specified and shail
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at iis own
expense, the City, its officers, servants and employees, from and against any and alt cla'tms
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its off'icers, agents, employees, subcontractors, licenses or invitees under this
Contract THIS INDEMNII'ICATION PROVISION IS SPECIFI LLY INTF,NDED TO
nP .RATF, AND B, F,FFF ,TiVF+; RVF,N T I� AT.T, ,GF,D OR PROVF;N THAT Ai. ,
OR SOME C1F THF. DAMAGF,S BF,TN(T �nTT(TNT WF,RF .A T�F.D. lN WHOT,F OR TN
P RT. BY NY A T, OMTSSTON nR ,CT .I T,N F, (�F THF. ITY, This indemnity
provision is intended to include, without limitation, indemnity for costs, expeases and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, fits offfcea�s, seavatets �nd emgloyees, f�ona aa�ci against any a�d all loss, clamage or�
destruction of property of the City, aris'rng out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contrac� THI4 iNI)EMNIFI .ATION PROVi4ION IS
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' �I ►Y ►I 1 1 1 ! ' : : : U 1 : � ►/ I ►
1 1: ':� /► .: 1: . 1►ll 1 .1 I:U: : 1► 1 .Y
�/_._ 1 ► �/_.� �:. ► '•_�_ � ..►�. 1►/.1----1� 1`
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6.22 Delegation of Professional Design Setvices
A. Contractor will not be required to provide professional design services unless such services are
specifically required by' the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, rnethods,
techniques, sequences and procedures.
B. If professional design services or certi�cations by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all per.formance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certi�ed by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submitta.ls (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to exarnine and photocopy any directly
pertinent books, documents, papers, and recards of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessaty Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiratian of three (3) years after �nal
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
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Subcontractor �acitities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this �'aragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as �ollows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin. "
B. Title VX, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistanca.
ARTiCLE i— OTHER WORK AT THE STTE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then vvritten notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and Ciry, if City is per,forming other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of Ciry and the others whose
work will be affected.
C. If the proper e�ecution or results o£ any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defecfs, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City sha(I have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communrcations to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to �the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the sa£ety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
� Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Pazagraph 6.14.
8.08 Undisclosed Hazardous Environmenial Condition
City's responsibility with respeci to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with 5afety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
ARTICLE 9— CITY'S OSSERVATION STATUS DURTNG CONSTRUCTION
9.01 � City's Project Representative
Ciiy will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the lunitations of authority of City's representaiive during construction are
set fordi in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 � Visits to Srte
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
wil] conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including fliose set forth in Paragraph
8.07.
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9.03 Authorized Yariations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defectrve Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of tl�e Work as provided in Article 13, whether or not the Work is fabricated, installed, or
cornpleted.
9.05 Determinationsfor WorkPerformed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters be£ore
rendering a written recommendation. City's written decision will be �nal (except as rnodified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge o£the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA 'WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City rnay, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Tirne with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17. �
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
l. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time wk�ich are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
I'aragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the origina]
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
� time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not ]imited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
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10.06 Contract Claims Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the Ciry for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim sk�all rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contxactor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract C(aim for an adjusiment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions ofParagraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjusttnent claimed is the entire adjushnent to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
l. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the Ciry's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, suckz notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; iJN�T PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included.� The term Cost of the Work means the sum of all costs, except those excluded in
Para.graph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Confractor will be only those additional or incremental costs required because of the change in
tt�e Work. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall
include but not be limited to the. following items:
l. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
emptoyed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Pay,roll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe bene�ts, which shall include social security
contributions, unemployment, excise, and payroll ta�ces, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, oft'ice, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, oi such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than t�.e negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegcams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums £or all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded.• The term Cost of the Work shall not include any of the following items:
l. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
arohitects, estinnators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not speci�cally included in the agreed upon schedule o£ job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses o£ Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Coniractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of thern or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of tnaterials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Conira.ctor's fee shall be determined as set forth in Paragraph 12.O1.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
I1.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances:
l. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Przce Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separate(y identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Faragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
sigmificantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not sign ificantly change the character af
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity sta.ted in the Contract, then either party to the Contract may
rec�uest an adjustment to the unit price on the.portion of the work that is above 125%.
6. When the quanfity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity sta.ted in the Contract, then either party to the Contract may rec�uest
an adjushnent to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work perfoz�med or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as �nal payment quantities, unless revised by the goveming Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for speci�c Items) from the total
estimated yuantity for an individual Ttem originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjushnent will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, ar to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and tha Item is not originally a plans quantity Item, then the Item may be paid as a plans
' quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts, the plans quantiry measurement requirements are
not applicable.
AR.TICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be detezrnined as follows:
l. where the Work involved is covered by unit prices contained in the Contract Docunnents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead .
and profrt not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.01.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard renta( rates;
2) bonds and insurance;
b. £or costs incurred under Paragraph 11.01.A.4 and 11.O1.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and
12.O1.C.2.b is that the Subcontractor who actually perfozms the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 1l.Ol.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to �ve percent (5%) of such net
decrease.
12.02 Change of Coniract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors perfoiming other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an ac�justment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE ].3 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereo� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a"fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward al] invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid. .
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of Ciry, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suita.ble materials
or equipment, or fails to per�'orm the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and rep]ace it with Work that is not defective.
Contractor shall pay al] claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, ai�d other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shal] not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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i.
C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that itein may start to run from
an earlier date if so provided in the Contract Docutnents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
�r
F. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of befective Work
If, instead of requiring correction or remova] and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) atiributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Cot�rect Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or i£ Contractor fails to perform the Work in accordance with the Gontract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work alI materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exeroise the rights
and remedies under this Paragraph.
C. All claitns, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in � accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversiry Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public bo�y having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or ,
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, ar otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contra.ctor and Surety to address
Contractor's failure to perfonn t�e Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perfarm the conshuction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perfozm the
Work. Tf Surety does not commence perfornnance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's perforxnance of its
CIT'1' OF PORT WOItTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: Augist 17, 2012
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Page 59 of 63
obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession o£ the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and �nish the Work as City tnay deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further paynnent until the Work is �nished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by Ciry arising out af or resulting
from completing the Wark, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lovvest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surery's responsibilities as
provided for in ihe bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
G Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perForm and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Coniractor by City will not release Contractor from liabiliiy.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond sha11 not supersede the provisions of this
Article.
CI'Iif OF FORT WORTH
STANDARD CONSTRUCT'ION SPECIFCA'1TON DOCUMENTS
Revision: August 17, 2012
00 72 00 -1
General Conditions
Page 60 of 63
15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice oi the termination to the
Contractor specifying the extent to which performance of Work under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
esta.blished that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as othecwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice o�
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other rnaterial �roduced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
tertnination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
presezvation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFCATION DOCIIMENTS
Revision: Aug�st 17, 2012
00 �a oo - i
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Yage6l of63
D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the itenns
; are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor sha11 submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. Tn the event of the failure of the Contractor and City to agree upon the �c�vhole amount to be paid
_ to the Contractor by reason of the termination of the Work, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
termination and shall pay to the Contractar the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methads and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay tlie effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, Ciiy's action under Paragraph lO.00.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
C1TY OF PORT WORTH
STANDARI? CONSTKUCTiON SPECIFCAT[ON DOCUMENTS
ltevision: August 17, 2012
oo�aoo- i
General Conditions
Page 62 of 63
1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
process;or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — NIISCELLANEOUS
17.01 GivingNotice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
l. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other parly.
C. Whenever the Conhact Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confrmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedres
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or a11 of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CTTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATiON DOCUMENTS
Revision: Augiat 17, 2012
oonoo-i
General Conditions
Page 63 of 63
17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headrngs
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTTON SPECIFCATION DOCUMENTS
Revision: Augst 17, 2012
007300-1
SUPPLEMENTARY CONDITIONS
Page 1 of 6
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SECTION 00 73 00
SUPPLEMENTA.RY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions,
and other provisions of the Contract Documents as indicated below. All provisions of the
General Conditions that are modified or supplemented remain in full force and effect as so
modified or supplemented. All provisions of the General Conditions which are not so modified
or supplemented remain in full force and effect.
De�ned Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions
have the meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General
Conditions and other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications and Specifications shall govern over standard details.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to establish a basis
for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to
the lines shown on the Contract Drawings.
SC-4.OlA.l., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any
as of December 20, 2012:
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER
NUMBER
None.
TA.RGET DATE
OF POSSESSION
40 T'he Contractor understands and agrees that the dates listed above are estimates only, are not
41 guaranteed, and do not bind the City.
42
C1TY OF FORT WORTH West Downtown Structura) Rehabilitation- W 10'� Street
STANDARD CONSTRTJCTION SPECIFiCATION DOCLJMENTS 01364
Revised July 1, 2011
007300-2
SUPPLEMENTARY CONDITIONS
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If Contractor considers the imal easements provided to differ materially from the representations
on the Contract Drawings, Coniractor shall within five days and before proceeding with the
Work, notify City in writing associated with the difFering easement line locations.
SC-4.O1A.2, "Availability of Lands"
Utilities or obstructions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or
relocated as of October 2012.
EXPECTED � UTILTTY AND LOCATION
OWNER
TA.RGET DATE OF
ADJUSTMENT
None
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The Contractor understands and agrees that the dates listed above are estimates only, are not
guaranteed, and do not bind the City.
SC-4.02A., "Snbsurface and Physical Condrtions"
The following are reports of explorations and tests of subsurFace conditions at the site of the
Work:
Geotechnical Engineering Services Storm Drain Rehabilitation 10'� Street and Lipscomb Street
Fort Worth, Texas Dated February 2010 by CMJ Engineering, Inc. (Report No. 829-09-OS)
Television Inspection of West 10�' Street Storm Sewer Dated October 2012 by Engineering
Solutions and Technology, Inc.
https://proiectpoint.buzzsaw.com/client/fortworth�ov/Infrastructure Projects/01364 - West
Downtown Storm Drain Structural Rehabilitation/General Contract Documents and
Specifications/Final Project Manual �
SC-4.06A., "Hazardous Euvironmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to
the City:
None
SC-5.03A., "Certi�icates of Insurance"
The entities listed below are "additional insured as their interest may appear" including their
respective officers, directors, agents and employees.
(1) City
(2) Consultant: None
(3) Other: None
CITY OF FORT WORTH West Downtown Structurat Rehabi[itation- W 10"' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OI364
Revised Juty 1, 20I 1
007300-3
SUPPLBMENTARY CONDITIONS
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SC-5.04A., "Contractor's Insurance"
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the
following coverages for not less than the following amounts or greater where required by laws
and regulations:
5.04A. Workers' Compensation, under Paragraph GC-5.04A.
Statutory limits
Employer's liability
$100,000 each accident/occurrence
$100,000 Disease - each employee
$500,000 Disease - policy limit
SC-5.04B., "Contractor's Insurance"
5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability
Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the
Contractor with minimum limits of
$1,000,000 each occurrence
$2,000,000 aggregate limit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks A.rticle of the
Certificate of Insurance. .
SC 5.04C., ��Contractor's Insnrance"
5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance
under Paragaph GC-5.04C., which shall be in an amount not less than the following
amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on
"Any Auto", defined as autos owned, hired and non-owned.
$1,000,000 each accident on a combined single limit basis. Split limits are acceptable
if limits are at least:
$250,000 Bodily Injury per person /
$500,000 Bodily Injury per accident /
$100,000 Property Damage
SC-5.04D., "Contractor's Insurance"
The Contractor's construction activities will not require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks : None.
CITY OF FORT WORTH West Downtown Structural Rehabilitation- W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS 01364
Revised July 1, 2011
007300-4
SUPPLEMENTARY CONDITIONS
Page 4 of 6
1 The Contractor shall conduct its operations on railroad properties in such a manner as not to
2 interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or
3 operation of its/theiur trains or other property. Such operations on railroad properties may require
4 that Contractor to execute a"Right of Entry Agreement" with the particular railroad company or
5 companies involved, and to this end the Contractor should satisfy itself as to the requirements of
6 each railroad company and be prepared to execute the right-of entry (if any) required by a
7 railroad company. The requirements specified herein likewise relate to the Contractor's use of
8 private and/or construction access roads crossing said railroad company's properties.
10 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall
11 provide coverage for not less than the following amounts, issued by companies satisfactory to the
12 City and to the Railroad Company for a term that continues for so long as the Contractor's
13 operations and work cross, occupy, or touch railroad property:
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(1) General Aggregate:
(2) Each Occurrence:
With respect to the above outlined insurance requirements, the following shall govern:
1. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
N/A
N/A
27 2. Where more than one railroad company is operating on the same right-of-way or where
28 several railroad companies are involved and operated on their own separate rights-of-
29 way, the Contractor may be required to provide separate insurance policies in the name of
30 each railroad company.
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32 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is
33 proposed on a railroad company's right-of-way at a location entirely separate from the
34 grade separation or at-gade crossing, insurance coverage for this work must be included
35 in the policy covering the grade separation.
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4. If no grade separation is involved but other Work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
No work or activities on a railroad company's property to be performed by the Contractor shall be
commenced until the Contractor has furnished the City with an original policy or policies of the
insurance for each railroad company named, as required above. All such insurance must be
approved by the City and each affected Railroad Company prior to the Contractor's beginning
work.
CIT'Y OF FORT WORTH West Downtown Structural Rehabilitation- W I O'� Sheet
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
007300-5.
SUPPLEMENTARY CONDITIONS
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The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
pez-formed in the railroad right-of-way. Such insurance must name the railroad company as the
insured, together with any tenant or lessee of tlie railroad company operating over tracks involved
in the Project.
SC-6.04., "Project Schedule"
Project schedule shall be tier 3 for the project.
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes:
<Buzzsaw locatzon, Resources/02-Construction Documents/Conslruction Specificaiion Book/OS-
General and Special Condtions/05.9-Wage Rate MB�C 7-8-OS.pdf>
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the
Contractor:
None
SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the
City: None
SC-6.09G "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of:
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND
LOCATION
None
SC-7.02., "Coordination"
TARGET DATE
OF POSSESSION
The individuals or entities listed below have contracts with the City for the performance of other
work at the Site:
Vendor Sco e of Work Coordination Authori
None
CITY OF FORT WORTH West Downtown SWcturai Rehabilitation- W 20'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised JuIy 1, 2011
00730�-6
SUPPLEIvfENTARY GONDITIONS
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SC-9.01., "City's Project Representative"
The following fum is a consultant to the City responsible for construction management of this
Project: None
SC-13.03C., "Tests and Inspections"
None
SC-16.O1C.1, `�Methods and Procedures"
None
END OF SECTION
CITY OF FORT WORTH West Downtown Structural Rehabi(itation- W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
oiiioo-i
SUMMARY OF WORK
Page 1 of 3
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4 1.1 SUIVIlVIARY
SECTION Ol 11 00
SUMMARY OF WORK
5 A. Section Includes:
6 1. Sunnmary of Work to be performed in accordance with the Coniract Docunnents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
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C. Related Specification Sections include, but are not necessarily limited to"
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1- General Requirements
PRICE AND PAY:IVIENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Itern is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 .ADMiNISTRATIVE REQUII2EMENTS
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, znaterials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and ail Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public sireets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be speciiically authorized in writing 6y the City.
a. A reasonable amount of tools, materials, and equipment for conslruction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH West Downtown Strucmra! Rehabititation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July l, 2011
oi ii oo-z
SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
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D. . Work within Easements
1. Do not enter upon private property for any purpose withont having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Presezve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas 1"rries, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the begiruning of the
Work.
b. Notices shall be applicable to both public and private utility cornpanies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work. �
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work associated with easements, including removal,
temporary closures and replacement, shall be subsidiary to the various items bid
in the project proposal, unless a bid item is specifically provided in the
proposal.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUGTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
011100-3
SCTMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTTON SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
4 1.8 MA.INTENANCE MATERIAL SUBNIITTALS [NOT USED)
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND �IANDLING [NOT USED]
7 L12 FIELD [SITE] CONDTTIONS [NOT USED]
8 1.12 W�1.ItRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
l0 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SU�MMARY OF CHANGE
13
CITY OF FORT WORTH West Downtown Structural Rehabifitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'PS 01364
Revised Ju1y 1, 20l 1
oi2soo-i
SUBSTITUTION PROCEDURES
Page 1 of 4
1
2
3 PART1- GENERAL
4 1.1 SZfNIl1ZARY
SECTION 02 25 00
SUBSTITUTION PROCEDURES
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations frorn this City of Fort Worth Standard Specification
15 l. None.
16 C. Related Specification Sections include, but are not necessarily limited to:
17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
18 2. Division 1— General Requirements
19 1.2 PRICE AND PAYNI�NT PROCEDURES
20 A. Measurement and Payment
21 l. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADNlINISTRATNE REQUIREMENTS
25
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27
28
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30
31
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36
37
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39
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A. Request for Substitution - General
1. Within 30 days after award of Coniract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material. may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond confrol of Contractor;
or,
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10°i Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMh'NTS 01364
Revised JuIy 1, 2011
oizsoo-z
SUBSTITUTION PROCEDIJRES
Page 2 of 4
1 b. Conhactor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 l. Substitution shall be considered only:
6 � a. After award of Contract
7 b. Under the conditions stated herein
lo
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2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contxact Documents
2) Data relating to changes in constxuction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials oiconstruction
c) Weight
d) Electrical or mechanical requirements .
4) Product experience
a) Location of past projects utilizing product
. b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and repo�-ts associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property oithe City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH West Downtown Structurat Rehabilitation — W 10'� Street
STANDAItb CONSTRUCI'ION SPECIFICATION DOCtJMENTS 01364
Revised July 1, 2011
0125 00 - 3
SUBST[TUTION PROCEDURES
Page 3 of 4
1
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9 1..6
4. No additional contract time will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City's opinion, acceptance will require substantial revision of the original
design
d. Tn the City's opinion, substiiution will not perform adequately the function
consistent with the design intent
ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
l0 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
11 1.8 MA.INTENANCE MATERYAL SUBNIITTALS [NOT USED]
12 1.9 QUALTTY ASSITRANCE
13
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A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor: �
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform £unction for which
it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifcations if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.1.0 DELNERY, STORAGE, AND AANDLING [NOT USED]
l..11. FIELD [SITE] CONDITIONS [NOT USED]
1..12 WARRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED)
28
29
30
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
PART 3 - EXECUTION [NOT USED]
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS 01364
Revised July 1, 2011
0125 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
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EXFIIBIT A
REQUEST FOR SUBSTITUTION FORM:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed SubsNtution: _
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specifed items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature
as noted
Recornmended _, Recommended
Firm
Address
Date
Telephone
Not recommended Received late
By �
Date
Remarks
__ .
For Use by City:
Approved
City
Date
Rej ected
CIT'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
West Downtown Slructurat Rehabilitation — W 10'� Street
01364
0131 19 - 1
PRECONSTRUC'I'ION MBETING
Page 1 of 3
1
2
3 PARTl- GENERAL
SECTION 0131 19
PRECONSTRUCTION MEETING
4 1.1 SU:MMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10
ll
12
13 1.2
C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYNIENT PROCEDURES
14 A. Measurement and Payment
15 l. Work associated with this Item is considered subsidiary to the various items bid.
' 16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED] .
' 18 1.4 ADMIl�TISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconslruction Meeting �
27 1. A preconstruction meeting will be held within 14 days after the execution of the
28 Agreement and before Work is started.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 compleiing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Project Representative
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request �
CITY OF PORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTTON SPECIFICATION AOCLJMENTS 01364
Revised August 17, 2012
0131 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
1 e. Other City representatives
2 f. Others as appropriate
3 4. Construction Schedule
4 a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and
5 provide at Preconstruction Meeting.
6 b. City will notify Contractor of any schedule changes upon Notice of
7 Preconstruction Meeting.
8 5. Preliminary Agenda may include:
9 a. Introduction of Project Personnel
l0 b. General Description of Project
1 l c. Status of right-of-way, utilily clearances, easements or other pertinent permits
12 d. Contractor's work plan and schedule
13 e. Contract Time
14 f. Notice to Proceed
15 g. Construction Staking
16 h. Progress Payments
1'7 i. Extra Work and Change Order Procedures
18 j. Field Orders
19 k. Disposal Site Letier for Waste Material
20 1. Insurance Renewals
21 m. Payroll Certification
22 n. Material Certifications and Quality Control Testing
23 0. Public Safety and Convenience
24 p. Documentation of Pre-Construction Conditions
25 q. Weekend Work Notification
26 r. Legal Holidays
27 s. Trench Safety Plans �
28 t. Confined Space Entry Standards
29 u. Coordination with the City's representative for operations of existing water
30 systems
31 v. Storm Water Pollution Prevention Plan
32 w. Coordination with other Contractors
33 x. Early Warning System �
34 y. Contractor Evaluation
35 z. Special Conditions applicable to the project
36 aa. Damages Claims
37 bb. Submittal Procedures
38 cc. Substitution Procedures
39 dd. Correspondence Routing
40 ee. Record Drawings
41 ff. Temporary conshuction facilities
42 gg. M/WBE or MBE/SBE procedures
43 hh. Final Acceptance
44 ii. Final Payment
45 jj. Questions or Comments
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
ST.4NDARD CONSTRUCTION SPECIFICATION DOCUMEN'I'S OI364
Revised August 17, 2012
01 31 19 - 3
PRECONSTRUCTIOI�I MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
3 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
4 1.8 MAIlVTENANCE MATERIAL SUBNIITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, ,AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WA,RRANTY [NOT USED]
9 PA.RT 2- PRODUCTS [NOT USED]
10 P.A_RT 3- EXECUTION [NOT USED]
1 � END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
C1TY OF FORT WORTH West Downtown Structural Rehabi[itation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised August 17, 2012
013120-1
PROJECT MEETINGS
Page 1 of 3
1
2
3 PART1- GENERAL
4 1.1 SUNIlVIARY
SECTION Ol 3120
PROJECT MEETINGS
5 A. Section Includes:
6 1. Provisions for project meetings throughout the consfruction period to enable orderly
7 review of the progress of the Work and to provide for systematic discussion of
8 potential problems
9 B. Deviations this City of Fort Worth Standard Specification
10 1. None.
I1
12
13
14 1.2
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requnrements
PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMIl�TISTRATIVE REQUIltEMENTS
20 A. Coordination
21 1. Schedule, attend and administer as specified, periodic progress meetings, and
22 specially called meetings throughout progress of the Work.
23 2. Representatives of Contractor, subcontractors and suppliers attending meetings
24 shall be yualified and authorized to act on behalf of the entity each represents.
25 3. Meetings administered by City may be tape recorded.
26 a. If recorded, tapes will be used to prepare minutes and retained by City for
27 future reference.
28 4. Meetings, in addition to those specified in this Section, may be held when requested
29 by the City, Engineer or Contractor. �
30 B. Pre-Construction Neighborhood Meeting
31 1. After the execution of the Agreement, but before construction is allowed to begin,
32 attend 1 Public Meeting with affected residents to:
33 a. Present projected schedule, including construction start date
34 b. Answer any construction related questions
35 2. Meeting Location
36 a. Location of ineeting to be determined by the City.
37 3. Attendees
3 8 a. Contractor
CITY OF FORT WORTH West Downtown Structural Rehabilita6on — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
oi si zo -z
PROJECT MEETiNGS
Page 2 of 3
1
2
b. Project Representative
c. Other City representatives
3 4. Meeting Schedule
4 a. In general, the neighborhood meeting will occur within the 2 weeks following
5 the pre-construction conference.
6 b. In no case will construction be allowed to begin until this meeting is held.
7 C. Progress Meetings
8 1. Formal project coordination meetings will be held periodically. Meetings will be
9 scheduled and administered by Project Representative.
10 2. Additional progress meetings to discuss specific topics will be conducted on an as-
11 needed basis. Such additional rneetings shall include, but not be limited to:
12 a. Coordinating shutdowns
13 b. Installation of piping and equipment
14 c. Coordination between other construction projects
15 d. Resolution of construction issues
16 e. Equipment approval
17 3. The Project Representative will preside at progress meetings, prepare the notes of
18 the meeting and distribute copies of the same to all participants who so request by
19 fully completing the attendance form to be circulated at the beginning of each
20 meeting.
21 4. Attendance shall include:
22 a. Contractor's project manager
23 b. Contractor's superintendent
24 c. Any subcontractor or supplier representatives whom the Contractor may desire
25 to invite or the City rnay request
26 d. Engineer's representatives
27 e. City's representatives
28 f. Others, as requested by the Project Representative
29 5. Preliminary Agenda may include:
30 a. Review of Work progress since previous meeting
31 b. Fie1d observations, problems, conflicts
32 c. Items which impede construction schedule
33 d. Review of off-site fabrication, delivery schedules
34 e. Review of construction interfacing and sequencing requirements with other
35 construction contracts
36 f. Corrective measures and procedures to regain projected schedule
37 g. Revisions to construction schedule
38 h. Progress, schedule, during succeeding Work period
39 i. Coordination of schedules
40 j. Review submittal schedules
41 k. Maintenance of quality standards
42 l. Pending changes and substitutions
43 m. Review proposed changes for:
44 1) Effect on constxuction schedule and on completion date
45 2) Effect on other contracts of the Project
46 n. Review Record Documents
47 - o. Review monthly pay req�uest
48 p. Review status of Requests for Information
CiTY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July l, 2011
oa si zo-3
PROJECT MEETINGS
Page 3 of 3
1 6. Meeting Schedu(e
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
4 1) Additional meetings may be held at the request of the:
5 a) City
6 b) Engineer
7 c) Contractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable, meetings will be held at the Site.
11 1.5 SUBNIITTALS [NOT USED]
12 1.6 ACTION SUBNIITTALS/IlVFORMATIONAL SUI3NIITTALS [NOT USED]
13 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
14 1.8 MAINTEN.A NCE MATERIA,L SUBNIlTTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARI2A1�1TY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USEDj
21 END OF SECTION
22
Revision Log
DATE NAME StfMMARY OF CHANGE
23
CITY OF FORT WORTH West Dowrito�m Structural R.ehabi[itation — W]0'" Street
STANDARD CONSTRUCTION SPECIFICATION D�CUMEN'CS . 01364
Revised July 1, 2011
013216-1
CONSTRUCTION PROGRESS SCHEDLJLE
Page 1 of 5
1
2
3 PART 1- GENERAL
4 1.1 SUNiMARY
SECTION 013216
CONSTRUCTION PROGRESS SCHEDULE
5 A. Section Includes:
6 1, General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specifc requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12
13
14
15 1.2
16
17
18
19 1.3
20
21
22
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25
26
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28
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30
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33
34
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37
38
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40
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Coniract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
REFERENCES
A. Definitions
1. Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
proj ects
d. Tier 4- Schedule submittal required by confract as described iri the
Specification and herein. Large andlor complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entiry
e. Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
CIT'Y OF FORT WORTH West Downtown Structural Rehabilitation — W 10i6 Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July i, 2011
Ol 3216 - 2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1 4. Schedule Narrative - Concise narrative of the schedule including schedule
2 changes, expected delays, key schedule issues, critical gath items, etc
3 B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1..4 ADMINISTRATIVE REQUIltEMENTS
6 A. Baseline Schedule
7' 1. General
8 a. Prepare a cost-loaded baseline Schedule using approved software and the
9 Critical Path Method (CPIVn as required in the City of Fort Worth Schedule
10 Guidance Document.
11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
12 understanding of the work to be performed and known issues and constraints
13 related to the schedule.
14 c. Designate an authorized representative (Project Scheduler) responsible for
15 developing and updating the schedule and preparing reports.
16
17
18
19
B. Progress Schedule
l. Update the progress Schedule monthly as required in the City of Fort Worth
Schedule Guidance Document.
2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders, resulting in a change of contract time, in
22 the baseline Schedule in accordance wiih City of Fort Worth Schedule
23 Guidance Document.
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
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C. Responsibility for Schedule Compliance
1. Whenever it becomes apparent from the current progress Schedule and CPM Status
Report that delays to the critical path have resulted and the Contract completion
date will not be met, or when so directed by the City, make some or all of the
following actions at no additional cost to the City
a. Submit a Recovery Plan to the City for approval revised baseline Schedule
outlining:
1) A written sfatement of the steps intended to take to remove or arrest the
delay to the critical path in the approved schedule
2) Tncrease construction rnanpower in such quantities and crafts as will
substantially eliminate the backlog of work and return current Schedule to
meet projected baseline completion dates
3) Increase the number ofworking hours per shift, shifts per day, working
days per week, the amount of construction equipment, or any combination
of the foregoing, sufficiently to substantially eliminate the backlog of work
4) Reschedule activities to achieve m�imum practical concurrency of
accomplishment of activities, and comply with the revised schedule
2. If no written statement of the steps intended to take is submitted when so requested
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule (overtime, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such work will be considered.
CITY OF FORT WORTH West Downtown Strucfurai Rehabilitation — W 10�' Street
STANDARD CONSTRUCfION SPECIFICATION DOCUMENTS 01364
Revised Juty 1, 2011
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of S
1 D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension of any Contract completion date must be
4 supplemented with the following:
5 1) Furnish justification and supporting evidence as the City may deem
6 necessary to determine whether the requested extension of time is entitled
7 under the provisions of this Contract.
8 a) The City will, after receipt of such justification and supporting
9 evidence, make findings of fact and will advise the Contractor, in
10 writing thereof.
11 2) If the City finds that the requested extension of time is entitled, the City's
12 determination as to the total number of days allowed for the extensions
13 shall be based upon the approved total baseline schedule and on all data
14 relevant to the extension.
15 a) Such data shall be included in the next updating of the Progress
16 schedule.
17 b) Actual delays in activities which, according to the Baseline schedule,
18 do not affect any Contract completion date shown by the critical path in
19 the network will not be the basis for a change therein.
20 2. Submit each request for change in Coniract completion date to the City within 30
21 days after the beginning of the delay for which a time extension is requested but
22 before the date of imal payment under this Contract.
23 a. No time e7ctension will be granted for requests which are not submitted within
24 the foregoing time limit.
25 b. Frorn time to time, it may be necessary for the Contract schedule or completion
26 time to be adjusted by the City to reflect the effects of job conditions, weather,
27 technical di�culties, strikes, unavoidable delays on the part of the City or its
28 representatives, and other unforeseeable conditions which may indicate
29 schedule adjustments or completion time extensions.
30 1) Under such conditions, the City will direct the Contractor to reschedule the
31 work or Contract completion time to reflect the changed conditions and the
32 Contractor shall revise his schedule accordingly.
33 a) No additional compensation will be made to the Contractor for such
34 schedule changes except for unavoidable overall contract time
35 extensions beyond the actual completion of unaffected work, in which
36 case the Contractor shall take all possible action to minimize any time
37 extension and any additional cost to the City.
38 b) Available float time in the Baseline schedule may be used by the City
39 as well as by the Contractor.
40
41
42
43
44
45
46
3. Float or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float tune according to the needs of the project.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10i° Street
ST.4NDATtb CONSTRUCTION SPECIFICATION DOCiJMENTS 01364
Revised July I, 2011
013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
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c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The ternporary delay of any work due to such circumstances shall not be
considered as justification for claims for additional compensation.
18 1.5 SUSMITTALS
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23
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25
A. Baseline Schedule
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Prunavera (P6 or Primavera Contractor)
2. Submit draft baseline Schedule to City prior to the pre-construction rneeting and
bring in hard copy to the meeting for review and discussion.
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 2. Submit progress Schedule monthly no later than the last day of the month.
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C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submiital Process
l. The City administers and manages schedules through Buzzsaw.
2. Contractor shall submit documents as required in the City of Fort Worth Schedule
Guidance Document.
3. Once the project has been completed and Final Acceptance has been issued by the
City, no further progress schedules are required.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED]
4 1.9 QUALTi'Y ASSUI2ANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
11 1.10 DELIVERY, STORAGE, AND �IANDLING [NOT USED]
12 l.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16 END OF SECTION
17
Revision Log
DATE N11ME SUIVIMARY OF CHANGE
18
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRtJCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
013233-1
PRECONSTRUCTION VIDEO
Page 1 of 2
l
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3 PART1- GENERAL
���.Yia�,t I►� _�_ : 1
SECTION 0132 33
PRECONSTRUCTION VIDEO
5 A. Section Includes:
6 l. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 l. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1— General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
l7 1.3 REFERENCES (NOT USED]
18 1.4 ADMINISTRA.TIVE REQU.[REMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the site/alignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of ihe maintenance surety
24 period.
25 1.5 SUBNIITTALS [NOT USEDJ
26 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USEll]
27 1.'7 CLOSEOUT SUBNIITTALS [NOT USED]
28 1.8 MAINTENANCE MATERTAL SUBNIITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 DELIVERY, STORA.GE, AND IIANDLING [NOT USED]
31 l.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WA.RRANTY [NOT USED]
33 PART 2- PRODUCTS [NOT USED]
CTTY OF FORT WORTH West Downtown Swctural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCtJMENTS 01364
Revised Jufy 1, 2011
0132 33 - 2
PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH West Downtown Structurai Rehabilitation— W 10'" Street
STANDARD CONSTRUCT(ON SPECIFICATION DOCLTMENTS 01364
Revised Juty 1, 2011
0133 00 - 1
SUBMII"TALS
Page 1 of 8
1
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3 PART1- GENERAL
4 1.1 SUNIMARY
SECTION 0133 00
SUBMIT'TALS
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
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16
17 1.2
C, Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contcact
2. Division 1— General Reguirements
PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Ttem is considered subsidiary to the various items bid.
20 No separate paynnent will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQTJIREMENTS
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A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
fl Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH West Downtown Sttuctural Reha6ilitation — W(0`� Sfreet
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Juty 1, 2011
0133 00 - 2
SUBMITTALS
Page 2 of 8
1 d. Make submittals promptly in accordance with approved schedule, and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. SubmittalNnmbering
5 1
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1S
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers O1-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission (second resubmission) of that particular shop
19 drawing
20 C. Coniractor Certification
21 1. Review shop drawings, product data and samples, including those by
22 subcontractors, prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
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1. Fold shop drawings larger than 8%Z inches x 11 inches to 8%Z inches x 11 inches.
2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items / Table of Contents
44 c. Product Data /Shop Drawings/Samples /Calculations
4S
46
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a CerYification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) "By this submittal, I hereby represent that I have determined and verified
field measurements, field conshuction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH West Downtown Shuctural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 2, 2011
O(3300-3
SUBMITTALS
Page 3 of 8
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2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Spe�ification Section number, page and
paragaph(s)
6. Field dimensions, cleazly identifed as such
7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
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19
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21
22
23
24
25
26
27
F. Shop Drawings
l. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrarns
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicabte to the Work
28 2. Details
29 a, Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City's Standard Product
35 List,.clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City's Standard
37 Product List, submittal data may include, but is not necessarily limited to:
38 a. Standard prepared data for manufactured products (sometimes referred to as
39 cata.log data)
40 1) Such as the manufacturer's product specification and installation
41 insiructions
42 2) Availability of colors and patterns
43 3) Manufacturer`s printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
CITY OF FORT WORTH West Downtown Struclural Rehabilitation— W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS 01364
Revised July 1, 20 (1
013300-4
SUBMITTALS
Page 4 of 8
1 7) Standard wiring diagrams
2 8} Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance insfructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 l. As specified in individual Sections, include, but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work �
12 2) Small cuts or containers ofmaterials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual efFect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication perfortned, materials purchased or on-site conshuction accomplished
21 which does not conform to approved shop drawings and data. is at the Contractor's
22 risk.
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2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Conhactor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the num6er of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH West Downtown Structural Rehabilitalion — W 10'" Street
STANAARD CONSTRUCTTON SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
013300-5
SUBMITTAT.S
Page S of 8
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a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) Tf Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data •
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies .
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where zequired, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
l. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Coniractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
� a. Code 1 �
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufachtre.
b. Code 2
CITY OF FORT WORTH West Downtown Structural RehabilitaYion— W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUIvI�NTS 01364 �
Revised Juty 1, 2011
013300-6
SUBMITTALS
Page 6 of 8
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or rnaterial for manufacture;
4 however, all notations and comments must be incorporated into the
5 final product.
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0
8.
c. Code 3
1) "EXCEPTTONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or rnaterial for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This i•esubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubrnittal is to be received by the City within 15 calendar days of the
date of the City's transmittal requiring the resubmitta.l.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Coniract Documents.
Resubmittals .
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then pzevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. T'he need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Ciiy at least 7 Working Days prior to release for
manufacture.
CITY OF FORT WORTH West Downiown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
013300-7
SUBMITTALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon wriiten instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 calendar days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, inctude, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the comptetion of the Work or when directed.
10 M. Qualifications
11 l. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
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15
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19
20
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24
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N. Request for Information (RFn
l. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Infortnation (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-�", beginning with "O1" and
increasing sequentially with each additional transmittal.
4. Su�cient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
CITY OP FORT WORTH West Downto�m SWctural Rehabilitation — W 10'" Street
STANDATZD CONSTRUCTION SPBCIFiCATION DOCUMENTS 01364
Revised July 1, 2011
o13s oo - s
sttBtvurr.�.s
Page 8 of 8
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1.5 SUBNIITTALS [NOT USED]
1.6 ACTION SUBNIITTALS/IlVFORMATIONAL SUBNIITTALS [NOT USED]
1.7 CLOSEOUT SUBNIITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORA.GE, AND I3ANDLING [NOT USED]
1.11 FIELD [SITE] CONDYTIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH West Downtown Structura( Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS O1364
Revised July I, 2011
013513-1
SPECIAL PROJECT P120CEDURES
Page i of 8
1
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4 1.1 SITNIl17A1tY
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SECTION 013513
SPECIAL PROJECT PROCEDURES
A. Section Includes:
1. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Notification Prior to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
B, Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Mains
24 1.2 PRICE AND PAYN�NT PROCEDURES
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A. Measurement and Payment
1. Coordination within Railroad permit areas
a. Measurement
1) Measurement for this Item will be by lump sum.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Inspection
3) Safety training
4) AdditionalInsurance
5) Insurance Certificates
6) Other requirements associated with general coordination with Railroad,
including additional employees required to protect the right-of-way and
properly of the Railroad from damage arising out of and/or from the
construction of the Project.
2. Railroad Flagmen
CITY OF FORT WORTH West Downtown Structurat Rehabilitation— W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised [Insert Revision Date]
013513-2
SPECiAL PROJECT PROCEDLTRES
Page 2 of 8
1 a. Measurement
2 1) Measurement for this Item will be per working day.
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 will be paid for each working day that Railroad Flagmen are present at the
6 Site .
7 c. The price bid shall include:
8 1} Coordination for schecluling flagmen
9 2) Flagmen
10 3) Other requirements associated with Railroad
11 3. All other items
12 a. Work associated with these Items is considered subsidiary to the various Ttems
13 bid. No separate payment will be allowed for this Item.
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction
20 Specification
21 1.4 ADMIlVISTRATNE REQUIR�M�NTS
22 A. Coordination with the Texas Deparhnent of Transportation
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45
1. When work in the right-of-way which is under the jurisdiction of the Texas
Deparhnent of Transportation (TxDOT):
a. Notify the Texas Deparhnent of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All work performed in the T�cDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Deparhnent of
Transportation
B. Work near High Voltage Lines
1. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
2. Equipment operating vvithin 10 feet of high voltage lines will require the following
safety features
a. Insulating cage-type of guard about the boom or arm
b. Insulator links on the 1ift hook connections for back hoes or dippers
c. Equipment must meet the safery requirements as set forth by OSHA and the
safety requirements ofthe owner ofthe high voltage lines
3. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION AOCUMENTS 01364
Revised [InseR Revision Date] .
0135 13 - 3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
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a) Erect temporary mechanical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other conf'med spaces in accordance with OSHA.'s Permit Required for
Confined Spaces
D. Air Pollution Watch Days
1. General
a. Observe the following guidelines relating to working on City construction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
c. Critical Emission Time
1) 6:00 a.m. to 10:00 a.m.
2. Watch Days
a. The Texas Commission on Environmental Quality (TCEQ), in coordination
with the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the afteza�oon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever construction phasing requires the
use of motorized equipment for periods in excess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a.m. i£
a) Use of motorized equipment is less than 1 hour, or
b) If equipment is new and certifed by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diesel (IJLSD), diesel emulsions, or
alternative fuels such as CNG.
E. Use of Explosives, Drop Weight, Etc.
l. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section Ol 31 13
38 F. Water Department Coordination
39 1. During the construction of this project, it will be necessary to deactivate, for a
40 period of time, existing lines. The Contractor shall be required to coordinate with
41 the Water Deparlment to determine the best times for deactivating and activating
42 those lines.
43 2. Coordinate any event that will require connecting to or the operation of an existing
44 City water line system with the City's representative.
45 a. Coordination shall be in accordance with Section 33 12 25.
CITY OF FORT WORTH West Do�mtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised [Insert Revision Date]
013513-4
SPECIAL PROJECT PROCEbURES
Page 4 of 8
1 b. If needed, obtain a hydrant water meter &om the Water Department for use
2 during the life of named project.
3 c. In the event that a water valve on an existing live system be turned off and on
4 to accommodate the construction of the project is required, coordinate this
5 activity through the appropriate City representative.
6 1) Do not operate water line valves of existing water system.
7 a) Failure to comply will render the Contractor in violation of Te�cas Penal
8 Code Title 7, Chapter 2$.03 (Criminal Mischie fl and the Contractor
9 will be prosecuted to the full extent of the law.
10 b) In addition, the Contractor wil( assume all liabilities and
11 responsibilities as a result of these actions.
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G. Public Notification Prior to Beginning Construction
l. Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by consiruction. The notice
shall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each
block in the project area.
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e, fype of consiruction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
fl Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre-construction notification' flyer is attached as Exhibit
A.
3) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
• 4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is
delivered to all residents of the block.
H. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
CITX OP PORT WORTH West Downtown Structurat Rehabititation — W 101° Slreet
STANDAR.D CONSTRUCTION SPfiCIFICATION DOCUMENTS 01364
Revised [InseR Revision Date]
01 35 13 - 5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
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9
c.
d.
e.
f.
6) Name of the City's inspector and phone number
A sample of the temporary water service interruption noti�cation is attached as
Exhibit B.
Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
10 I. Coordination with United States Army Corps of Engineers (LTSACE)
11 1. At locations in the Project where construction activities occur in areas where
12 USACE permits are required, meet all requirements set forth in each designated
13 permit.
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J. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance ceriificates
f. Other employees required to protect the right-of-way and properiy of the
Railroad Company from damage arising out of andlor from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verif cation of working days that railroad flagmen
were personnel were present on Site.
K. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to conirol dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
L. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH West Downtown Structutal Rehabilitafion— W 10'� Street
STANDARD CONSTT2UCTION SPECIFICATION DOCUMENTS 01364
Revised [Insert Revision Date]
013513-6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
1 1.5 SUBNIITTALS [NOT US�D]
2 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
3 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
4 1.8 MAINTENANCE MATERTAL SUBNIITTALS [NOT USED]
5 1.9 QUALITY ASSUI2ANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, .AND HANDLING [NOT USED]
7 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
July 2011
13
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDAFtD CONSTRUCTION SPECTFICATION DOCUMENTS 01364
Revised [Insert Revision Date]
013513-7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
l
2
3
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6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
E��IT A
(To be printed on Contractor's Letterhead)
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROIiND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATE�Y SEVEN DAYS FROM THE DATE
22 OF THIS NOTiCE.
23
24 IF YOU HAVE QIJESTIONS ABOLIT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
3o OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPNONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITX OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION ROCUMENTS 01364
Revised [Insert Revision DaYe]
013513-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
1
2
�.IIi :
F`O`TWORTH
'�'
�
�:
�� Ho. �
�,� �:
NO?IC� OF TEMPORARY WA?ER SLRVICE
II�ITERRtiP7'IOI�i �
llUE TO UT�LITY IMPROYEMENTS IN YOUR NEIGEIBORHOOD, YOUR
WATER SERVICE WILL BE INTERR.TJPTED O1V
BETWEEN THE HOUT2S OF AND
IF YOU HAVE QUESTIONS ABOUT TFIIS SHUT-OUT, PLEASE CALi:
MR. AT
�CONTRACTORS STJPERINTENDEIVT� (TEiEPHONE 1VUMBER)
OR
MR.
(CiTY INSPECTOR)
AT
(TEL,EPHONE NUMBER)
THIS iNCON VEIVIENCE WILL BE AS 5HORT AS POSSIBLE.
THANIC YOU,
GUIVTRACTOR
3
4
�
CI'!'Y OF FORT WORTH West Downtown Structura] Rehabilitation — W 10°i Street
STANDARD CONSTRUCTION SPECIFICATION AOCUIvIEN'I'S 01364
Revised [Inse[t Revision Date]
0145 23 - 1
TESTING AND 1NSPECTION SERVICES
Page 1 of 2
1
2
3 PART 1- GENERAi,
SECTION 0145 23
TESTING AND 1NSPECTION SERVICES
4 1.1 SL�NIMARY
5 A. Section Includes:
6 l. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
' 8 l. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYIV�NT PROCEDUItES
13
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21
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24
25 1.3
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for per.forming, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for %rst set of Quality
Assurance testing.
1) If the iust Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until atl required payments
for testing by Contractor have been paid in full.
REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE R�QUIREMENTS
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38
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
su�ciently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CITY OF FORT WORTH West Do�mtowri Struciura2 Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMM�NTS 01364
Revised July 1, 2011
O14523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
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2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals subnnitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perfortn work in accordance with the Contract Documents.
18 ]..5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUSMITTAL.S/1Ni+ORMATIONAL SUBNIITTALS [NOT USED]
20 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
21 1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NOT USEDj
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
24
25
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXEG`UTION [NOT USED]
28
29
END OF SECTION
. Revision iog
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH West Downtown Structurai Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUNI�NTS 01364
Revised Juty 1, 2011
oi so 00 - i
TEMPORARY FACILITIBS AND CONTROLS
Page 1 oF4
1
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SECTION 0150 00
TEMPORARY FACIL,ITIES AND CONTROLS
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust conirol
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15
16
17
18 1.2
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYII�NT PROCEDURES
19 A. Measurement and Payment
20 l. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADNIIlVISTRATNE REQUIR�MENTS
24
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40
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by�Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH West Aowntown SWctural Rehabilitation— W[0'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCCJMENTS 01364
Revised July 1, 2011
Ol 5000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City's
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required.for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10
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4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
l. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4.' Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and rnaintain for the duration or conshuction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OI364
Revised July 1, 2012
1
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015000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBNIITTALS [NOT USED]
1.6 ACTION SUBNIIT'TALS/INFORMATIONAL SUBNIITTALS [NOT USED)
1.7 CLOSEOUT SUBNIITTALS [NOT USED]
1.8 MAINTENANCE MA.TERIAL SUBNIITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USEDJ
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WAIt]4ANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXA.IVIINATION [NOT USED)
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATIONj
25 3.6 RE-INSTALLATION
26 3.7 FIELD [oR] STTE QU.ALITY CONTROL [NOT USED]
27 3.8 SYSTEll�I STARTLTP [NOT USE]D)
28 3.9 ADJUSTING [NOT USEI)�
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH West Downtown Structural RehabilitaYion — W 10�' Street
STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
015000-4
TEMI'ORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to sta.rt of Work.
3 3.12 PROTECTIOi�j [NOT USED]
4 3.13 MAINTENANC� [NOT USED]
5 3.14 ATTAC�IMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME � SITNIIvIARY OF CEiANGE
CITY OF FORT WORTH West Downtown Struchtrat Rehabilitation — W 10°i Street
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENT'S OI364
Revised July 1, 2011
OI 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1
2
� SECTION 0155 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 l.� SI;fNIl1�RY
5
6
7
8
9
10
11
12
13
14
IS
16 1.2
17
18
19
20 1.3
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City ofFort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are r►ot necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 34 71 13 — Tra�c Control
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMLTTCD).
26 1.4 ADMIlVISTRATIVE REQUIltEMENTS
27 A. Traffic Control
28 l. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When tra�c control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
3S B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Deparhnent.
CITY OF FORT WORTH West Downtown Swctural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
015526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
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1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Deparhnent Transportation and
Public Works Deparfinent.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Confrol
plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16
17
18
19
20
21.
22
23
24
E. Temporary Signage
1. Tn the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (M[JTCD),
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUSNIITTALS [NOT USED]
27 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
28 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUSNIITTALS [NOT USED]
30 1.9 QUALITY ASSUI2ANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32
33
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION [NOT USED]
36
END OF SECTION
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATtON DOCIJMENTS 01364
Revised July 1, 2011
1
2
O15526-3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION bOCUMENTS 0 i 364
Revised Juty 1, 2011
015713-1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
1
2
SECTION Ol 5713
STORM WATER POLLUTION PREVENTION
3 PART1- GENERAL
4 1.1 SITM1VIAitY
5
6
7
8
9
10
11
12
13
14 1.2
15
16
17
18
19
20
21 1.3
22
23
24
25
26
27
Z8
29
30
31
32
33
34
35
36
37
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 3125 00 — Erosion and Sediment Control
PRICE AND PAYN.�NT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Ttem is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Connnnission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is speci�cally cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQITII2EMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH West Downtown Structurai Rehabilita6on— W 101h Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
O1 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
i B. Construction Activities resulting in:
2 l. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City DeparLment of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment coritrol in accordance with:
16 a) Section 3125 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) S WPPP
20 e) TCEQ requirements
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) S WPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
40• 1.5 SUBMITTALS
41 A. SWPPP
42 l. Submit in accordance with Section 0133 oo, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH West Downtown Structural Rehabi(itaiion — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Secrion Ol 33 00.
4 1.6 ACTION SUBMITTALS/IIVFORMATIONAL SUBNIITTALS [NOT USED]
5 1.7 CLOSEOUT SUSNIITTALS [NOT USED] .
6 1.8 MA.INTENANCE MATERIAL SUBNIITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELTVERY, STORA.GE, A,ND �IANDLING [NOT USED]
9 1.11 FIELD [STTE] CONDTTIONS [NOT USED]
10 1.12 WAI2RANTY [NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME Si.T1VIIvIARY OF CHANGE
15
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10`� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Juty 1, 201 I
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
1
2
3 PART1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
2b
27
28
29
30
31
SECTION 015813
TEMPORARY PROJECT SIGNAGE
l.l SUMIVTARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYlVI�NT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADNIIN.[STItAT1VE REQUIItEMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/IlVFORMATIONAL SUBNIITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERTAL SUBNIITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELTVERY, STORAGE, AND AANDLING [NOT USED]
1.11 FIELD [SITEJ CONDITIONS [NOT USED)
1.12 WARRANTY [NOT USEDJ
PART2- PRODUCTS
2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 �QiTII'MENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
C1TY OF FORT WORTH West Downtown Struclural Rehabititation — W 10'� Street
STANDARD CONSTRUCTTON SPECCFTCATTON DOCLTMENTS 01364
Revised July 1, 2011
015813-2
TEMPORARY PRO.)ECT SIGNAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of 3/-inch fir plywood, grade A-C (exterior) or better
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOUR.CE QUALITY CONTROL [NOT US�D]
6 PART 3 - EXECUTION
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
3.1 INSTALL�RS [NOT USED]
3.2 EXAD�IINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade �
3.5 REPAIR / RESTORATION [NOT USED)
3.6 RE-INST.ALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT US�Dj
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING (NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITTCS [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHIV�NTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH West Aowntown Structural Rehabilitation — W 10'" Street
STANDA.ItD CONSTRUCTION SPECIFICATION AOCUIv1ENTS OI364
Revised July 1, 2011
Ol 58 13 - 3
TEMPORARX PROJECT SIGNAGE
Page 3 of 3
Revision I.og
DATE NAME SiJMIvIARY OF CHANGE
i►a
CITX OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Sireet
STANDARD CONSTRUCTION SPECiFICATION DOCUMENTS 01364
Revised luly 1, 2011
016000-I
PRODUCT REQUIItEMENTS
Page 1 of 2
1
2
3 PART1- GENERAL
SECTION 0160 00
PRODUCT REQUIREMENTS
4 l.l SUMMARY
5 A. Section Tncludes:
6 1. A listing of the approved products for use in the City`
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements ,
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRA.TIVE REQiTIItEMENTS
15 A. A list of City approved products for use is attached to this Section.
16 B. Only products specifically included on City's Standard Product List in these Contract
I7 Documents shall be allowed for use on the Project.
18 1. .Any sabsequently approved products wi11 only be allowed for use upon specific
19 approval by the City.
20 C. Any specific product requirements in the Contract Documents supersede similar
21 , products included on the City's Standard Product List.
22 l. The City reserves the right to not allow products to be used for certain projects even
23 though the product is listed on the City's Standard Product List.
24 D. Although a specific product is included on City's Standard Product List, not all
25 products from that manufacturer are approved for use, including but not limited to, that
26 manufacturer's standard product.
27 E. See Section O1 33 00 for submittal requirements of Product Data included on City's
28 Standard Product List.
29 1.5 SUBNIITTALS [NOT USED]
30 1.6 ACTION SUBMITTALS/INTORMATIONAL SUBNIITTALS [NOT USED]
3l 1.7 CLOSEOUT SUBMiTTALS [NOT USED)
32 1.8 MAINTENANCE MA.TERIAL SUBMITTALS [NOT USED]
33 1.9 QUALTTY ASSURANCE [NOT USED]
34 1.10 DELIVERY, STORAGE, AND HANDLTNG [NOT USED]
CITY OF PORT WORTH West Downtown Structural Rehabilitation — W 10'" Stteet
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WAR]�2ANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT USED]
5 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
7
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10"' Street
STANDAItD CONSTRUCfTON SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
Ol 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page i of 4
1
2
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART 1- GENERAL
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environznents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYIVI�NT PROCEDURES
A. Measurement and Paymeni
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate paymeni will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMIlviSTRATIVE REQUII2EMENTS [NOT USED]
1.5 SUSMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED)
1.7 CLOSEOUT SUSNIITTALS [NOT USED)
1.8 MAINTENANCE MA.TERIAL, SUBNIITTALS [NOT USED]
26 1.9 QUALTTY ASSiTRANCE [NOT USED]
27 1.10 DELIVERY AND �TANDLING
28 A. Delivery Requirements
29 l. Schedule delivery of producis or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be pecmitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
C1TY OF FORT WORTH West Downtown Structural Rehabilitation - W 10'� Street
STANDARD CONSTRUCTION SPBCIFICATION DOCiJ1VIEN'I'S 01364
Revised July I, 2011
0t 6600-2
PRODUCT STORAGE AND IIANDLING REQUIIZEMENTS
Page 2 of 4
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions.
10 C. Storage Requirements
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Resfrict storage to areas available on constc-uction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6, Do not use lawns, grass plots or other private property for storage purposes without
wrilten permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private dri�veways and street crossings open.
34 10. Repair or replace damaged lawns, sidewallcs, streets or other improvements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless othervvise approved in writing by City's
38 Project Representative.
C1TY OF FORT WORTH West Downtown Structural Rehabilitation - W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July l, 2011
016600-3
PRODUCT STORAGE AND HANDLTNG REQUIItEMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED] �
3 PAItT 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTiON
5
6
7
8
9
10
11
12
13
14
15
16
17
1s
19
20
21
22
23
24
25
26
27
28
29
30
3.1 INSTALLERS [NOT USED)
3.2 EXAIVIINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIIt / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] STTE QUALTTY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 AD.T(JSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOITT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAIl�TTE1oiANCE [N07I' USED]
3.14 ATTAC�NTS [NOT USED]
END OF SECTION
CITY OF FORT WORTFI West Downtown Struclural Rehabilitation - W 10'� Street
STANDARD CONSTRUCTION SPECIFTCATION DOCLJMENTS OI364
Revised July l, 2011
016600-4
PROAUCT STORAGE AND HANDLTNG REQUIItEMENTS
Page 4 of 4
Revision Log
DATE NAME SIJMMARY OF CHANGE
CITY OF FORT WORTH West Downtown Swcturat Rehabilitation - W 10'" Street
STANDAItD CONSTRUCTION SPECTFICATION DOCUMENTS 01364
Revised July l, 201I
oo�000-i
MOBTLI2ATION AND REMOBILTZATION
Page 1 of 3
�
3 PART 1 - GENETtAL
4 1.1 SITIVIMARY
5
6
7
8
9
20
11
12
23
14
15
16
17
18
19
20
a1
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
SECTION 0170 00
MOBILIZATTON AND REMOBILIZATION
A. Section Includes:
2. Mobilization and Demobilization
a. Mobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from one location to another location on the Site.
b. Demobilization:
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for speci�c items of
work that are for which payment is provided elsewhere in the contract.
3. Remobilization �
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost pro�ts
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W lOm Street
STANDARD CONSTRiJCTiON SPECIFICATION DOCUMENTS 01364
Revised June 7, 2012
oo�000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 � operation at the Site for the issued Work Order •
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16
17
18
19
20
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from City of Fort Worth Standards
2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE ANI) PAYlVI�NT PROCEDURES
25
26
27
28
29
30
31
32
33
34
35
36
37
3$
39
40
41
42
A. Measurement and Payment
2. Mobilization and Demobilization
a. Measurement and Payrnent
1) Work associated with this Item is considered subsidiary to the various items
bid. No separate payment will be allowed for this item.
3. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization preformed.
b. Payment
1) The work performed in accordance with this Item will be paid for at the
unit p��ice per each "Speciiied Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
43 4. Remobilization for suspension of Work as required by City
44 a. Measurement and Payrr►ent
45 1) This shall be submitted as a Contract Claim in accordance with Article 10
46 of 00 72 00 General Conditions.
CITY OF FORT WORTH West Downtown Structural Rehabilitation— W 10'� SVeet
STt1NDAitD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised June 7, 2012
007000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1�
18
19
20
21
22
23
24
25
26
27
28
29
30
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
5. Mobiliza.tions and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Mobilization" in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
I) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed in accordance with this Item will be paid for at the
unit price per each "Work Order Emergency Mobilization" in accordance
with Contract Documents. Demobilization shall be considered subsidiary
to mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
3) No payments will be made for standby, idle time, or lost profits associated
this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2- PR�DUCTS [NOT USED]
33 PART 3- EXECUTION [NOT USED]
34
35
END OF SECTION
Revision Log
DATE NAME SUIVIlVIARY OF CHANGE
[2010 JAN 06]
36
C1TY OF FORT WORTH West Downtown Structurat Rehabili[ation — W 10�' Street
STANDARD CONSTRUCI'ION SPECIFTCATTON DOCiJMENTS 02364
Revised June 7, 2012
O17123-1
CONSTRUCTION STAKING
Page 1 of 3
1
2
3 PA,RT 1- GENERAL
SECTION 017123
CONSTRUCTION STAKING
4 1.1 Si;fMMARY
5 A. Section includes:
6 1. Requirements for construction staking.
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Coniract Forms and Conditions of the Contract �
11 2. Division 1— General Requirements
I Z 1.2 PRICE AND �'AYMENT PROCEDURES
13 A. Measurement and Payment
14 l. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADNiINISTRATIVE REQUIREMENTS
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A. Construction Stakes
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
3. General �
a. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
b. Conhactor is responsible for preserving and mai�ntaining stakes furnished by
Cify.
c. If in the opinion of the City, a su�cient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor's neglect such that the
contracted Work cannot take place, then the Contzactor will be required to pay
the City for new staking with a 25 percent markup.
1) The cost for staking will be deducted from the payment due to the
Contractor for the Project.
34 1.5 SUBMITTALS
35 A. Submittals, if required, shall be in accordance with Section O l 33 00.
36 1. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH West Dotimtown Structural RehabilitaYion — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION bOCUMENTS 01364
Revised July 1, 2011
O17123-2
CONSTRCJCI'ION STAKING
Page 2 of 3
1 1.6 ACTION SUBNIITTALS/INFORMA.TIONAL SUBNIITTAL5
2 A. Certificates
3 l. Provide certificate certifying that elevations and locations of improvements are in
4 confonmance or non-conformance with requirements of the Contract Documents.
5 a. Certificate must be sealed by a registered professional land surveyor in the
6 State of Texas.
7 B. Field Quality Control Submittals
8 I. Documentation verifying accuracy of field engineering work
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed for proper performance of the Work.
15 1.10 DELNERY, STORAGE, AND fIANDLING [NOT USED]
16 l.l l FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WA►]EtRANTY [NOT USED]
18 PA.RT 2- PRODUCTS [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAD�IIrTATION [NOT USED]
22 3.3 ]PREPARATION .
23 A. Verify location and protect control points before commencing Work.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATIOIY [NOT USED]
26 3.5 REPAII2 / RESTORATION [NOT USED]
27 3.6 RE-INSTA�,LATION [NOT USED]
28 3.7 FIELD [oR] SITE QUALITY CON'TROL
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH West Downtown Structural RehabilitaYion — W 101° Street
STANDARD CONSTRTJCTION SPECIFICATION DOCUMENTS 01364
Revised 7uly l, 2011
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTAC�IMENTS [NOT USED]
8 END OF SECTION
9
O17123-3
CONSTRUCTION STAKING
Page 3 of 3
Revision I.og
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORT'FI West Downtown Shuctural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION bOCIIMENTS 01364
Revised July 1, 20I 1
O17423-1
CLEANING
Page 1 of 4
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3 PART1- GENERAL
SECTION Ol �4 23
CLEANIl�TG
4 l.l SUNIlVIARY �
5 A. Section Includes:
6 1. Intermediate and fmal cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City ofFort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Confract Forms and Conditions of the Confract
12 2. Division 1— General Requicements
13 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYIVIENT PROCEDURES
I S A. Measurement and Payment
I6 1. Work associated with this Item is considered subsidiary to the various Items bid.
1'7 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMIl�TiSTRATIVE REQUII2EMENTS
2o A. Scheduling
21 l. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.S SUBNIITTALS [NOT USED]
26 1.6 ACTION SUBNIITTALS/INFURMATIONAL SUBNIITTA.LS [NOT USED]
27
28
1.7 CLOSEOUT SUBNIITTALS (NOT USED]
1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
CITY OF PORT WORTH West Downtown Structural Rehabilitation — W 101h Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Juty 1, 2011
Ol 74 23 - 2
CLEANING
Page 2 of 4
1 1.11 FIELD [STTE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FUItIVISHED [ot�] OWN�R-SUPPLIEDPRODUCT5 [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufachuer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAIVIINATION [NOT USED]
16 3.3 PREPAI2ATION [NOT USED]
1'7 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTA.LLATION [NOT USED]
20 3.7 FIELD [o�e] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3,10 CLEANCNG
24 A. General
2S 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
2'7 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH West Downtown Siructural Rehabi(itation — W 10i° Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised 7uly 1, 2011
01 74 23 - 3
CLEANING
Page 3 of 4
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6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at Yhe expense of the Coniractor.
10. Do not burn on-site.
B. Tntermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maacimum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in sirategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Interior Final Cleaning
l. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other
foreign materials from sight-exposed surfaces.
2, Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control roorn floors.
D. Exterior (Site or Right of Way) Final Cleaning
1. Remove irash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, siructures,
junction boxes and inlets.
CITX OF FORT WORTH West Downtown SUuctural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTIODI SPECIFICAT[ON DOCUMENTS 01364
Revised Juty 1, 2011
Ol 74 23 - 4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, lights, signals, etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
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3.12 PROTECTION [NOT USED]
3.13 P�AINTENANCE [NOT USED]
3.14 ATTACFIlV.�NTS [NOT USED)
END OF SECTION
Revision Log
DATE NAME SUNIIvJARY OF CHANGE
10
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10°i Street
STANDARb CONSTRUCTION SPECIPICATION DOCUMENTS 01364
Revised July 1, 2011
01 77 19 -1
CLOSEOUT REQUIItEMENTS
Page 1 of 3
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SECTION 017'719
CLOSEOUT REQUIREMENTS
1.1 SiJ]VIMA.RY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Conhact Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMrNISTRATiVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as speciiied are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMCTTALS
A. Submit all required docuznentation to City's Project Representative.
C1TY OF FORT WORTH West Downtown Structural Rehabilitation - W 10'" Street
STANDARD CONSTRUCTION SPEC�TCATION DOCUMENTS 01364
Revised July i, 2011
017719-2
CLOSEOUT REQUIItEMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBNIITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMCTTALS [NOT USED]
3 PART 2- PRODUCTS [NOT US�D]
4 PART 3 - EXECUTION
5 3.1 iNSTALLERS [NOT USED]
6 3.2 EXANIINATION [NOT USED]
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3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 I. Project Record Documents in accordance with Section O1 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section Ol 78 23
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B. Prior to requesting Final Inspection, perfocm final cleaning in accordance with Section
O1 74 23.
C. Final Tnspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, infonm the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Tnspection of the project.
4. Provide all special accessories required to place each itern of eyuipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CI7'Y OP PORT WORTH West Downtown Structura[ Rehabilitation - W t0°i SVeet
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Juty 1, 2012
Ol'7719-3
CLOSEOUT REQUIItEMENTS
Page 3 of 3
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1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. A�davit of Payment and Release of Liens �
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor .
F. Letter of Final Acceptance ,
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPATR / RESTORA.TION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oa] SITE QITALYTY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACffil�NTS [NOT USED]
END OF SECTTON
Revision Log
DATE NAME SUNIlVIARY OF CHANGE
29
CITY OF FORT WORTH West Downtown Structural Rehabilitation - W 10'" Street
STANDARD CONSTRUCTION SPECIFICA'I'ION DOCCJM�NTS 01364
Revised July 1, 2011
01 78 23 - I
OPERATION AND MAINTENANCE DATA
Page I of 5
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SECTION Ol 78 23
OPERATTON AND MAINTENANCE DATA
l.l SUIVIMARY
A. Section Includes:
l. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not timited to:
a. Traffic Controllers
b. Trrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATNE REQUIRCMENTS
A. Schedule
l. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMiTTALS
A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures. All
submittals shall be approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8'h inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'6 Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
Ol 78 23 - 2
OPERATION AiVD MAINTENANCE DATA
Page 2 of 5
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
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12
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£ Cover
1) Identify each volume with typed or printed title "OPERATING AND
MA.INTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Tdentity of separate siructure as applicable
c) Identity of general subject matter covered in the manual
16 3. Binders .
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
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4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systemafiic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content, of the volume
c. List, with each product:
1) The name, address and telephone nurnber of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Tdentify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with infozmation in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS 01364
Revised July I, 2011
017823-3
OPERATION AND MAINTENANCE DATA
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5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit S copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
Z) Color and texture designations
3) Tnformation required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for fypes of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of cornplete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating chazacteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS 01364
Revised July I, 201 I
Ol 78 23 - 4
OPERATION AND MAINTENANCE DATA
Page 4 of 5
i i. Charts of valve tag numbers, with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function, normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and nonmal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 £ Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts, manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBNIITTALS [NOT USED]
31 1.8 MAIlV�TENANCE MAT�RIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSLTI2ANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH West Downtown StrucEural Rehabilitation — W 10`" Street
STANDA1tD CONSTRUCTION SPECIFICATION DOCUMGNTS 01364
Revised July 1, 2011
017823-5
OPERATION AND MATNTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY, STORAGE, AND �3ANDLTNG [NOT USED]
2 ].11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SIJMMARY OF CHA.NGE
8
CTI'Y OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Sheet
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENT5 01364
Revised July 1, 2011
01 78 39 -1
PROJECT RECORD DOCUMENTS
Page 1 of 4
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SECTION Ol 78 39
PROJECT RECORD DOCUIvIENTS
4 1.1 SUNIlVI.A RY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
'1 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitaty Sewer Service Reports
11 ' d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1— General Requirements
17 1.2 PRICE AND PA'YMENT PROCEDURES
18 A. Measurement and Payment
19 l. Work associated with this Ttem is considered subsidiary to the various Ttems bid.
20 No separate payment will be allowed for this Ttem.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIItEMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED]
27
28
1.7 CLOSEOUT SUBNIITTAIS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED]
29 1.9 QUALTTY ASSURANCE
30 A. Accuracy of Records �
31 l. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other pocuments where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the C.ontract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
CITY OF FORT WORTH West Downtown Structural Rehabilitation— W 10'� SVeet
STANDARD CONSTRUCTION SPECIFICATION DOCUMh'NTS O1364
Revised July 1, 2011
01 78 39 - 2
PR07ECT RECORD DOCUMENTS
Page 2 of 4
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3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable fuiure modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Docurnents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standa.rds originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARItANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWN�R-FURNISHED [ox] OWN�R-SUPPLIED PRODUCTS [NOT USED]
19
20
21
22
2.2 RECORD DOCiTN�NTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 l. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALTTY CONTROI; [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INST.A.L,L�RS [NOT USED]
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3.2 EXAlVIINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANC� DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH West Downtown Structurat Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'fS 01364
Revised JuIy 1, 2011
017839-3
PROJECT RECORD DOCUMENTS
Page 3 of 4
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum, in accordance with the intervals set forth in Section O l 71 23,
11 clearly mark any deviations from Contract Documents associated with
12 installation of the infrastructure.
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4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or azeas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of itenns which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
43 l. Transfer ofdata to Drawings
44 a. Carefully transfer change data shown on the job set of Record Drawings to the
45 corresponding final documents, coordinating the changes as required.
46 b. Clearly indicate at each affected detail and other Drawing a full description of
47 changes made during construction, and the actual location of items.
CITY OF FORT WORTH West l�owntown Structural Rehabilitation— W 10'� Street
STANI�ARD CONSTRUCTION SPECIFICATION DOCU[vIENTS 01364
Revised Juty I, 2011
01 78 39 - 4
PROJECT RECORD AOCUMENTS
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c. Call attention to each entry by drawing a"cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. if the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 ItEP.A.IR / RESTORATION [NOT USED]
3.6 ItG-INSTALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USEDj
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [N�T USED]
3.14 ATTACHIVVI�NT5 [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10i° Street
STANDARb CONSTRUCTION SPECIFICATTON AOCUMENTS 01364
Revised JuIy 1, 2011
033000-1
CAST-IN-PLACE CONCRETE
Page 1 of 25
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3 PART1- GENERAL
4 1.1 SiT1VIllZARY
SECTION 03 30 00
CAST-IN-PLACE CONCRETE
5 A. Section Includes:
6 1. Cast-in place concrete, including formwork, reinforcement, concrete materials,
7 mixture design, placement procedures and finishes, for the following:
8 a. Piers
9 b. Footings
10 c. Slabs-on-grade
l I d. Foundation walls
12 e. Retaining walls
13 f. Suspended slabs
14 g. Blocking
15 B. Deviations from this City of Fort Worth Siandard Specification
l6 1. None.
17 C. Related Specification Sections include, but are not necessarily limited to:
18 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
19 2. Division 1— General Requirements
20 1.2 PRICE AND PAYMENT PROCEDURES
21
22
23
24
25
26
27
A. Measurement and Payrnent
1. Measurement
a. This Item is considered subsidiary to the structure or Items being placed.
2. Payment
a. The work performed and the materials furnished in accordance with this Item
are subsidiary to the structure or Items being placed and no other compensation
will be allowed.
28 1.3 R.EFERENCES
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35
36
37
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A. Definitions
1. Cementitious Materials
a. Por�land cement alone or in combination with 1 or more of the following:
1) Blended hydraulic cement
2) Fly ash
3) Other pozzolans
4) Ground ganulated blast-furnace slag
5) Silica fume
b. Subject to compliance with the requirements ofthis specification
B. Reference Standards
CITY OF FORT WORTH West Downtown Structural Rehabititation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS � 01364
Revised luly 1, 2011
033000-2
CAST-TN-PLACB CONCRETE
Page 2 of 25
1 l. Reference standards cited in this Specification refer to the cunent reference
2 standard published at the time of the latest revision date logged at the end of this
3 Specification, unless a date is specifcally cited. �
4 2. American Association of State Highway and Transportation (AASHTO):
5 a. M182, Burlap Cloth Made from Jute or Kenaf.
6 3. American Concrete Institute (ACn:
7 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials
8 b. ACI 301 Specifications for Structural Concrete
9 c. ACI 305.1 Specification for Hot Weather Concreting
10 d. ACI 306.1 Standard Specification for Cold Weather Concreting
11 e. ACI 308.1 Standard Specification for Curing Concrete
12 f. ACI 318 Building Code Reyuirements for Siructural Concrete
13 g. ACI 347 Guide to Formwork for Concrete
14 4. American Institute of Steel Construction (AISC):
15 a. 303, Code of Standard Practice for Steel Buildings and Bridges.
16 5. ASTM International (ASTIVn:
17 a. A36, Standard Specification for Carbon Stx-uctural Steel.
18 b. A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
19 Hardware.
20 c. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting
21 Materials for High-Temperature Service and Other Special Purpose
22 Applications.
23 d. A615, Standard Specification for Deformed and Plain Carbon-Steel Bars for
24 Concrete Reinforcement.
25 e. A7�6, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for
26 Concrete Reinforcement.
27 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the
28 Field.
29 g. C33, Standard Specification for Concrete Aggregates.
30 h. C39, Standard Test Method for Compressive Strength of G`ylindrical Concrete
31 Specimens.
32 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
33 Beams of Concrete.
34 j. C94, Standard Specification for Ready-Mixed Concrete.
35 k. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement
36 Mortars (LTsing 2-inch or {SO-milimeter] Cube Specimens)
37 1. C 143, Standard Test Method for Slump of Hydraulic-Cement Concrete.
38 m. C171, Standard Specification for Sheet Materials for Curing Concrete.
39 n. C 150, Standard Specification for Portland Cement.
40 0. C172, Standard Practice for Sampling Freshly Mixed Concrete.
41 p. C219, Standard Terminology Relating to Hydraulic Cement. '
42 q. C23 l, Standard Test Method for Air Content of Freshly Mixed Concrete by the
43 Pressure Method.
44 r. C260, Standard Specification for Air-Entraining Admixtures for Concrete.
45 s. C309, Standard Specification for Liquid Membrane-Forming Compounds for
46 Curing Concrete.
47 t. C494, Standard Specification for Chemical Admixtures for Concrete.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
033000-3
CAST-IN-PLACE CONCRETE
Page 3 of 25
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6.
7
u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural
Pozzolan for Use in Concrete.
v. C881, Standard Specification for Epo�cy-Resin-Base Bonding Systems for
Concrete.
w. C989, Standard Specification for Ground Granulated Blast-Furnace Slag for
Use in Concrete and Mortars.
x. C1017, Standard Specification for Chemical Admixtures for Use in Producing
Flowing Concrete.
y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened
Concrete.
z. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic-
Cement Concrete.
aa. C1240, Standard Specifcation for Silica Fume Used in Cementitious Mixtures.
bb. E1155, Standard Test Method for Determining FF Floor Flatness and FL Floor
Levelness Numbers.
cc. F436, Standard Speci�cation for Hardened Steel VVashers.
American Welding Society (AWS).
a. D1.1, Structural Welding Code - Steel.
b. D 1.4, Structural Welding Code - Reinforoing Steel.
Concrete Reinforcing Steel Institute (CRSI) �
a. Manual of Standard Practice
8. Texas Department of Transportation
a. Standard Specification for Construction and Maintenance of Highways, Streets
and Bridges
25 1.4 ADMINISTRATIVE REQiJIREMENTS
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A. Work Included
1
2.
3.
Design, fabrication, erection and stripping of formwork for cast-in-place concrete
including shoring, reshoring, falsework, bracing, proprietary forming systems,
prefabricated forms, void forms, permanent meta.l forms, bulkheads, keys,
blockouts, sleeves, pockets and accessories.
a. Erection shall include installation in formwork of items furnished by other
trades.
Furnish all labor and materials required to fabricate, deliver and install
reinforcement and embedded metal assemblies for cast-in-place concrete, including
steel bars, welded steel wire fabric, ties, supports and sleeves.
Furnish all labor and materials required to perform the following:
a. Cast-in-place concrete
b. Concrete mix designs
c. Grouting
40 1.5 SUBMITTALS
4l A. Submittals shall be in accordance with Section O1 33 00.
42 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or
43 fabrication for specials.
Cfi'Y OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July I, 2011
033000-4
CAST-IN-PLACE CONCRETE
Page 4 of 25
1 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS
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15 1.7
A. Product Data
1. Required for each type of product indicated
B. Design Mixtures
1. For each concrete mixture submit proposed mix designs in accordance with ACI
318, chapter 5.
2. Submit each proposed mix design with a record of past performance.
3. Submit alternate design mixtures when characteristics of materials, Project condi-
tions, weather, test results or other circumstances warrant adjustments.
4. Indicate amounts of mixing water to be withheld for later addition at Project site.
a. Include this quantity on delivery ticket.
C. Steel Reinforcement Submittals for Information
1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem-
ical analysis.
CLOSEOUT SUI3MITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMTTTALS [NOT USED]
17 1.9 QUALTTY ASSURANCE
l8 A. Manufacturer Qualifications
19 1. A firm experienced in manufacturing ready-mixed concrete products and that com-
20 plies with ASTM C94 requirements for production facilities and equipment
21 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed
22 Concrete Production Facilities"
23 B. Source Limitations
24 1. Obtain each type or class of cementitious material of the same brand from the same
25 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through
26 1 source from a single manufacturer.
27 C. ACI Publications
28 1. Comply with the following unless modified by requirements in the Contract Docu-
29 ments:
30 a. ACI 301 Sections 1 through 5
31 b. ACI 117
32 D. Concrete Testing Service
33 1. Engage a qualified independent testing agency to perform material evaluation tests.
34 1.10 DELIVERY, STORAGE, .AND FIANDLING
35 A. Steel Reinforcement
36 1. Deliver, store, and handle steel reinforcement to prevent bending and damage.
37 2. Avoid damaging coatings on steel reinforcement.
CITY OF FORT WORTH West Downtown Structucal Rehabilitation — W 10ih Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July I, 20I I
033000-5
CAST-IN-PLACE CONCRETE
Page 5 of 25
1 B, Waterstops
2 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other
3 contaminants.
4
5
1.11 FIELD CONDITIONS [NOT USED]
1.12 WA1tRA1VTY [NOT USED]
6 PART 2 - PRODUCTS
7 2.1 OWNER FIJRNISHED OR OWIVER SUPPLIED PRODUCTS [NOT USED]
8 2.2 PRODUCT TYPES AND MATERTALS
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A. Manufacturers
l. Tn other Part 2 articles where titles below introduce lists, the following requirements
apply to product selection:
a. Available Products: Subject to compliance with requirements, products that
may be incorporated into the Work include, but are not limited to, products
specified.
b. Available Manufacturers: Subject to compliance with requirements,
manufacturers offering products that may be incorporated into the Work
include, but are not limited to, manufacfurers specified.
18 B. Form-Facing Materials
19 l. Rough-Formed Finished Concrete
20 a. Plywood, lumber, metal or another approved material
21 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit.
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2. Chamfer Strips
a. Wood, metal, PVC or rubber sh-ips
b. 3/a-inch x 3/4-inch, minimum
3. Rustication Strips
a. Wood, metal, PVC or rubber strips
b. Kerfed for ease of form removal
4. Form-Release Agent
a. Commercially formulated form-release agent that will not bond with, stain or
adversely affect concrete surfaces
b. Shall not impair subsequent treatments of concrete surfaces
c. For steel form-facing materials, formulate with rust inhibitor.
5. Form Ties
a. Factory-fabricated, removable or snap-off inetal or glass-fiber-reinforced
plastic form ties designed to resist lateral pressure of fresh concrete on forms
and to prevent spalling of concrete on removal.
b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane
of exposed concrete surface.
c. Furnish ties that, when removed, will leave holes no larger than 1 inch in
diameter in concrete surface.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCCJIvI�NI'S 01364
Revised July 1, 2011
033000-6
CAST-IN-PLACE CONCRETE
Page 6 of 25
1
2
d. Furnish ties with integral water-barrier plates to walls indicated to receive
dampproofing or waterproofing.
3 C. Steel Reinforcement
4 1. Reinforcing Bars
5 a. ASTM A615, Grade 60, deformed
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D. Reinforcement Accessories
1. Smooth Dowel Bars
a. AST`M A615, Grade 60, steel bars (smooth)
b. Cut bars true to length with ends square and free of burrs.
2. Bar Supports
a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening
reinforcing bars and welded wire reinforcement in place
b. Manufacture bar supports from steel wire, plastic or precast concrete according
to CRSI's "Manual of Standard Practice," of greater compressive strength than
concrete and as follows:
1) �or concrete surfaces exposed to view where legs of wire bar supports
contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI
Class 2 stainless-steel bar supports.
2) For slabs-on-grade, provide sand plates, horizontal runners or precast
concrete blocks on bottom where base material will not support chair legs
or where vapor barrier has been specified.
E. Embedded Metal Assemblies
1. Steel Shapes and Plates: ASTM A36
2. Headed Studs: Heads welded by full-fusion process, as furnished by TRW Nelson
Stud Welding Division or approved equal
26 F. Expansion Anchors
27 1. Available Products
28 a. Wej-it Bolt, Wej-it Corporation, Tulsa, Oklahoma
29 b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma
30 c. Trubolt, Ramset Fastening Systems, Paris, Kentucicy
31
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G. Adhesive Anchors and Dowels
1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system
into hardened concrete or grout-filled masonry.
a. The adhesive system shall use a 2-component adhesive mix and shall be
injected with a static mixing nozzle following manufacturer's instructions.
b. The embedment depth of the rod shall provide a minimum allowable bond
strength that is equal to the allowable yield capacity of the rod, unless otherwise
specified.
2. Available Products
a. Hilti HIT HY 150 Max
b. Simpson Acrylic-Tie
c. Powers Fasteners AC 100+ Gold
3. Threaded Rods: AST`M A193
CITY OF FORT WORTH West Downtown Structurat Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
033000-7
CAST-IN-PLACE CONCRETE
Page 7 of 25
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a. Nuts: ASTM A563 hex carbon steel
b. Washers: ASTM F436 hardened carbon steel
c, Finish: Hot-dip zinc coating, ASTM A153, Class C
H. Inserts
Provide metal inserts required for anchorage of materials or equipment to concrete
construction where not supplied by other trades:
a. In vertical concrete surfaces for transfer of d'uect shear loads only, provide
adjustable wedge inserts of malleable cast iron complete with bolts, nuts and
washers.
1) Provide 3/a-inch bolt size, unless otherwise indicated.
b. In horizontal concrete surfaces and whenever inserts are subject to tension
forces, provide threaded inserts of malleable cast iron furnished with full depth
bolts.
1) Provide 3/4-inch bolt size, unless otherwise indicated.
I. Concrete Materials
l. Cementitious Material
a. Use the following cementitious materials, of the same type, brand, and source,
throughout Project:
1) Portland Cement
a) ASTM C150, Type UII, gray
b) Supplement with the following:
(1) Fly Ash
(a) ASTM C618, Class C or F
(2) Ground Granulated Blast-Furnace Slag
(a) ASTM C989, Grade 100 or 120.
2) Silica Fume
a) ASTM C 1240, amorphous silica
3} Normal-Weight Aggregates
a) ASTM C33, Class 3S coarse aggregate or better, graded
b) Provide aggregates from a single source.
4) Ma7cimum Coarse-Aggregate Size
a) 3/4-inch nominal
5) Fine Aggregate
a) Free of materials with deleterious reactiviiy to alkali in cement
6) Water
a) ASTM C94 and pota.ble
J. Admixtures
1. Air-Entraining Admixture
a. ASTM C260
2. Chemical Admixtures
a. 1'rovide admixtures certified by manufacturer to be compatible with other ad-
mixtures and that will not contribute water-soluble chloride ions exceeding
those permitted in hardened concrete.
b. Do not use calcium chloride or admixtures containing calcium chloride.
c. Water-Reducing Admixture
1) ASTM C494, Type A
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANllARD CONSTRUCTION SPECIFICATION DOCUME'NTS 01364
Revised July 1, 2011
033000-8
CAST-IN-PLACE CONCRETE
Page 8 of 25
1 d. Retarding Admixture
2 1) ASTM C494, Type B
3 e. Water-Reducing and Retarding Admixture
4 1) ASTM C494, Type D
5 f. High-Range, Water-Reducing Admixture
6 1) ASTM C494, Type F
7 g. High-Range, Water-Reducing and Retarding Admixture
8 1) ASTM C494, Type G �
9 h. Plasticizing and Retarding Admixture
10 1) ASTM C1017, Type II
11 K. Waterstops
12 1. Self-Expanding Butyl Sfrip Waterstops
13 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium
14 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4-
15 inch x 1-inch.
16 b. Available Products
17 1) Colloid Environcnental Technologies Company; Volclay Waterstop-RX
18 2) Concrete Sealants Inc.; Conseal CS-231
19 3) Greenstreak; Swellstop
20 4) Henry Company, Sealants Division; Hydro-Flex
21 5) JP Specialties, Inc.; Earthshield Type 20
22 6) Progress Unlimited, Lnc.; Superstop
23 7) TCMiraDRI; Mirastop
24 L. Curing Materials
25 l. Absorptive Cover
26 a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing
27 appro�mately 9 ounces/square yard when dry
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2. Moisture-Retaining Cover
a. ASTM C171, polyethylene film or white burlap-polyethylene sheet
3. Water
a. Potable
4. Clear, Waterborne, Membrane-Forming Curing Compound
a. ASTM C309, Type I, Class B, dissipating
b. Available Products
1) Anti-Hydro International, Inc.; AH Curing Compound #2 DR WB
2) Burke by Edoco; Aqua Resin Cure
3) ChemMasters; Safe-Cure Clear
4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior
Company; W.B. Resin Cure .
5) Dayton Superior Corporation; Day Chem Rez Cure (J-11-V�
6) Euclid Chemical Company (The); Kurez DR VOX
7) Kaufman Products, Inc.; Thinfilm 420
8) Lambert Corporation; Aqua Kwe-Clear
9) L&M Construction Chemicals, Inc.; L&M Cure R
10) Meadows, W. R., Inc.; 1100 Clear
11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E
CITY OF FORT WORTH West Downtown Structural Rehabi[itation— W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
033000-9
CAST-IN-PLACE CONCRETE
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Bonding Agent
a. ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene
butadiene
Epoxy Bonding Adhesive
a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding
to damp surfaces, of class suitable for application temperature and of grade to
suit requirements, and as follows:
1) Types I and II, non-load bearing
2) N and V, load bearing, for bonding
3) Hardened or freshly mixed concrete to hardened concrete
Reglets
a. Pabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet
b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete
or debris.
M. Related Materials
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2.
3
4. Sleeves and Blockouts
a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber
tubes or wood
5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages
a. Sized as required
b. Shall be of strength and character to maintain formwork in place while placing
concrete
N. Repair Materials
1. Repair Underlayment
a. Cement-based, polymer-modified, self-leveling product that can be applied in
thicknesses of 1/8 inch or greater
1) Do not feather.
b. Cement Binder
1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as
defined in ASTM C219
�
d.
e.
12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure
13) Tamms Industries, Tnc.; Horncure WB 30
14) Unitex; Hydro Cure 309
15) US Mix Products Company; US Spec Ma.xcure Resin Clear
16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100
Primer
1) Product of underlayment rr►anufacturer recommended for substrate, condi-
tions, and application
Aggregate
1) Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as
recommended by underlaytnent manufacturer
Compressive Strength
1) Not less than 4100 psi at 28 days when tested according to
ASTM C109/C109M
2. Repair Overlaytnent
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Juty I, 2011
03 30 00-10
CAST-IN-PLACE CONCRETE
Page 10 of25
1 a. Cement-based, polymer-modified, self-leveling product that can be applied in
2 thicknesses of 1/$ inch or greater
3 1) Do not feather.
4 b. Cement Binder
5 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as
6 defined in ASTM C219
7 c. Primer
8 1) Product of topping manufacturer recommended for substrate, conditions,
9 and application
10 d. Aggregate
11 1) Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend-
12 ed by topping manufacturer
13 e. Compressive Strength
14 1) Not less than 5000 psi at 28 days when tested according to ASTM C109
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O. Concrete Mixtures, General
1. Prepare design mixtures for each type and strength of concrete, proportioned on the
basis of laboratory trial mixture or field test data, or both, according to ACI 301.
a. Required average strength above specified strength
1) Based on a record of past performance
a) Determination of required average strength above specified strength
shall be ba'sed on the standard deviation record of the results of at least
30 consecutive strength tests in accordance with ACI 318, Chapter 5.3
by the larger amount definied by formulas 5-1 and 5-2.
2) Based on laboratory trial mixtures
a) Proportions shall be selected on the basis of laboratory trial batches
prepared in accordance with ACI 318, Chapter 533.2 to produce an
average strength greater than the specified strength fc by the amount
defined in ta.ble 5.3.2.2.
3) Proportions of ingredients for concrete mixes shall be deterrnined by an in-
dependent testing laboratory or qualified concrete supplier.
4) For each proposed mixture, at least 3 compressive test cylinders shall be
made and tested for strength at the speci�ed age.
a) Additional cylinders may be made for testing for information at earlier
ages.
2. Cementitious Materials
a. Limit percentage, by weight, of cementitious materials other than portland ce-
ment in concrete as follows, unless specified otherwise:
1) Fly Ash: 25 percent
2) Combined Fly Ash and Pozzolan: 25 percent
3) Ground Granulated Blast-Furnace Slag: 50 percent
4) Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace
Slag: 50 percent
5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per-
cent
6) Silica Fume: 10 percent
CITY OF FORT WORTH West Downtown Structura( Rehabilitation— W 10°i Street
STANDARD CONSTRUCTION SPECIFICATION DOCUIvIENTS 01364
Revised Juty I, 2011
033�00-11
CAST-TN-PLACE CONCRETE
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3.
4.
7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or
pozzolans not exceeding 25 percent and silica fume not exceeding 10 per-
cent
8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag,
and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25
percent and silica fume not exceeding 10 percent
Limit water-soluble, chloride-ion content in hardened concrete to 0.1 percent by
weight of cement.
Admixtures
a. Use admixtures according to manufacturer's written instructions.
b. Do not use admixtures which have not been incorporated and tested in accepted
mixes.
c. Use water-reducing high-range water-reducing or plasticizing admixture in
concrete, as required, for placement and workability.
d. Use water-reducing and retarding admixture when required by high
temperatures, low humidity or other adverse placement conditions.
e. Use water-reducing admixture in pumped concrete, concrete for heavy-use
industrial slabs and parking sttucture slabs, concrete required to be watertight,
and concrete with a water-cementitious materials ratio below 0.50.
f. Use corrosion-inhibiting admixture in concrete mixtures where indicated.
P. Concrete Mi�ures
1. Refer to TxDOT "Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges" for:
a. Culverts
b. Headwalls
c. Wingwalls
2. Proportion normal-weight concrete mixture as follows:
a. Minimum Compressive Strength: 3,000 psi at 28 days
b. . Maximum Water-Cementitious Materials Ratio: 0.50
c. Slump Limit: S inches or 8 inches for concrete with verified slump of 2 to 4
inches before adding high-range water-reducing admixture or plasticizing
admixture, plus or minus 1 inch
d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-
inch nominal ma�cimum aggregate size
Q. Fabricating Reinforcement
1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
R. Fabrication of Embedded Metal Assemblies
1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or
punching. Holes shall not be made by or enlarged by burning. Welding shall be in
accordance with AWS Dl.l. �
2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized.
All other metal assemblies shall be either hot dip galvanized or painted with an
epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound
installed in accordance with the manufacturer's instructions. Repair painted
assemblies after welding with same type of paint.
CITY OF FORT WORTH ' West Downtown Structura( Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
' 03 30 00 -12
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Concrete Mixing
1. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to
ASTM C94, and furnish batch ticket information.
a. When air temperalure is between 85 and 90 degrees Fahrenheit, reduce mi�ung
and delivery time from l-1/2 hours to 75 minutes; when air temperature is
above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes.
2. Project-Site Mi�cing: Measure, batch, and mix concrete materials and concrete
according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type
batch machine mixer.
a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2
minutes, but not more than 5 minutes after ingredients are in mixer, before any
part of batch is released.
b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15
seconds for each additional 1 cubic yard.
c. Provide batch ticket for each batch discharged and used in the Work, indicating
Project identification name and number, date, mixture type, mixiure time,
quantity, and amount of water added. Record approximate location of fmal
deposit in structure.
19 2.3 ACCESSORIES [NOT USED]
20 2.4 SOUR.CE QUALITY CONTROL [NOT US�D]
21 PART 3 - EXECUTION
22 3.1 INSTA.LLERS [NOT USED]
23 3.2 EXA�MINATION [NOT USED]
24 3.3 PR�PAItATION [NOT USED]
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3.4 INSTALLATION
A. Formwork
1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to
support vertical, lateral, static, and dynamic loads, and construction loads that might
be applied, until structure can support such loads.
2. Construct formwork so concrete members and structures are of size, shape,
alignment, elevation, and position indicated, within tolerance limits of ACI 117.
a. Vertical alignment
1) Lines, surfaces and arises less than 100 feet in heigtit - 1 inch.
2) Outside corner of exposed corner columns and control joints in concrete
exposed to view less than 100 feet in height - 1/2 inch.
3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the
height but not more than 6 inches.
4) Outside corner of exposed corner columns and control joints in concrete
exposed to view greater than 100 feet in height - 1/2000 times the height
but not more than 3 inches.
CITY OF FORT WORTH West Downtown SVuctural Rehabi(itation — W 10'� Street
STANDARD CONSTRUCTTON SPECIFICATION DOCLiMENTS 01364
Revised July 1, 2011
03 30 00-13
CAST-IN-PLACE CONCRETE
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b. Lateral alignment
1) Members - 1 inch.
2) Centerline of openings 12 inches or smaller and edge location of larger
openings in slabs - 1/2 inch.
3) Sawcuts, joints, and weakened plane embedments in slabs - 3/4 inch.
c. Level alignment
1) Elevation of slabs-on-grade - 3/4 inch.
2) Elevation of top surfaces of formed slabs before removal of shores - 3/4
inch.
3) Elevation of formed surfaces before removal of shores - 3/4 inch.
d. Cross-sectional dimensions: Overall dimensions of beams, joists, and columns
and thickness of walls and slabs.
1) 12 inch dimension or less - plus 1/2 inch to minus 1/4 inch.
2) Greater than 12 inch to 3 foot dimension - plus 1/2 inch to minus 3/8 inch.
3) Greater than 3 foot dimension - plus 1 inch to minus 3/4 inch.
e. Relative alignment
1) Stairs
a) Difference in height between adjacent risers -1/8 inch.
b) Difference in width between adjacent treads -1/4 inch.
c) Maximum difference in height between risers in a flight of stairs - 3/8
inch.
d) Maximum difference in width between treads in a flight of stairs - 3/8
inch.
2) Grooves
• a) Specified width 2 inches or tess - 1/8 inch.
b) Specified w3dth between 2 inches and 12 inches - 1/4 inch.
3) Vertical alignment of outside corner of exposed corner columns and control
joint grooves in concrete exposed to view -1/4 inch in 10 feet.
4) All other conditions - 3/8 inch in 10 feet.
30 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual,
31 as follows:
32 a. Class B, 1/4 inch for smooth-formed finished surfaces.
33 b. Class C, 1/2 inch for rough-formed finished surfaces.
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4. Construct forms tight enough to prevent loss of concrete mortar.
5. Fabricate forms for easy removal without hammering or prying against concrete
surfaces. Provide crush or wrecking plates where stripping may damage cast
concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5
horizontal to 1 vertical.
a. Install keyways, reglets, recesses, and the like, for easy removal.
b. Do not use rust-stained steel form-facing material.
6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve
required elevations and slopes in fmished concrete surfaces. Provide and secure
units to support screed strips; use strike-off templates or compacting-type screeds.
7. Construct formwork to cambers shown or specified on the Drawings to allow for
structural deflection of the hardened concrete. Provide additional elevafion or
camber in formwork as required for anticipated formwork deflections due to weight
and pressures of concrete and construction loads.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 01364
Revised July 1, 2011 .
03 30 00-14
CAST-IN-PLACE CONCRETE
Page 14 of 25
1 8. Foundation Elements: Form the sides of all below grade portions of beams, pier
2 caps, walls, and columns straight and to the lines and grades specified. Do no earth
3 form foundation elements unless specifcally indicated on the Drawings.
4 9. Provide temporary openings for cleanouts and inspection ports where interior area
5 of formwork is inaccessible. Close openings with panels tightly fitted to forms and
6 securely braced to prevent loss of concrete mortar. Locate temporary openings in
7 forms at inconspicuous locations.
8 10. Chamfer exterior corners and edges of permanently exposed concrete.
9 11. Form openings, chases, offsets, sinicages, keyways, reglets, blocking, screeds, and
10 bulkheads required in the Work. Detexmine sizes and locations frorn trades
11 providing such items.
12 12. Clean forms and adjacent surfaces to receive concrete. Rennove chips, wood,
13 sawdust, dirt, and other debris just before placing concrete.
14 � 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar
15 leaks and maintain proper aligrunent.
16 14. Coat contact surfaces of forms with form-release agent, according to manufacturer's
17 wriiten instructions, before placing reinforcement, anchoring devices, and
18 embedded items.
19 a. Do not apply form release agent where concrete surfaces are scheduled to
20 receive subsequent finishes which may be affected by agent. Soak contact
21 surfaces of untreated forms with clean water. Keep surfaces wet prior to
22 placing concrete.
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B. Embedded Items
l. Place and secure anchorage devices and other embedded items required for
adjoining work that is attached to or supported by cast-in-place concrete. Use
setting drawings, templates, diagrams, instructions, and directions furnished with
items to be embedded.
a. Install anchor rods, accurately located, to elevations required and complying
with tolerances in AISC 303, Section 7.5.
1) Spacing within a bolt group: 1/8 inch
2) Location of bolt group (center): '/2 inch
3) Rotation of bolt group: 5 degrees
4) Angle off vertical: 5 degrees
5) Bolt projection: f 3/8 inch
b. Install reglets to receive waterproofing and to receive through-wall flashings in
outer face of concrete frame at exterior wails, where flashing is shown at lintels,
shelf angles, and other conditions.
C. Removing and Reusing Forms
1. Do not backfill prior to concrete atiaining 75 percent of its 28-day design
compressive strength.
41 2. General: Forcnwork for sides of beams, walls, columns, and similar parts of the
42 Work that does not support weight of concrete may be removed after cumulatively
43 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if
44 concrete is hard enough to not be damaged by fortn-removal operations and curing
45 and protection operations are maintained.
C1TY OF FORT WORTFi West Downtown SWctural Rehabilitation-- W 10'� Street
STANDARD CONSTItLTCTION SPECIF1CATiON DOCUMENTS 01364
Revised July 1, 2011
03 30 00-15
CAST-IN-PLACE CONCRETE
Page 15 of25
l a. Leave formwork for beam soffits, joists, slabs, and other structural elements
2 that supports weight of concrete in place until concrete has achieved at least 70
3 percent of its 28-day design compressive strength.
4 b. Do not remove formwork supporting conventionally reinforced concrete until
5 concrete has attained 70 percent of its specified 28 day compressive strength as
6 established by tests of field cured cylinders. In the absence of cylinder tests,
7 supporting formwork shall remain in place until the concrete has cured at a
8 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time
9 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the
10 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum
11 listed time period. Formwork for 2-way conventionally reinforced slabs shall
12 remain in place for at least the minimum cumulative time periods specified for
13 1-way slabs of the same maximum span.
14 c. Immediately reshore 2-way conventionally reinforced slabs after formwork
15 removal. Reshores shall remain until the concrete has attained the specified 28
16 day compressive strength.
17 d. Minimum cumulative curing times may be reduced by the use of high-early
18 strength cement or forming systems which allow form removal without
19 disturbing shores, but only after the Contractor has demonstrated to the
20 satisfaction of the Engineer that the early removal of forms will not cause
21 excessive sag, distortion or damage to the concrete elements.
22 e. Completely remove wood forms. Provide temporary openings if required.
23 f. Provide adequate methods of curing and thermal protection of exposed concrete
24 if forms are removed prior to completion of specified curing time.
25 g. Reshore areas required to support construction loads in excess of 20 pounds per
26 square foot to properly distribute construction loading. Construction loads up
27 to the rated live load capacity may be placed on unshored construction provided
28 the concrete has attained the specified 28 day compressive strength.
29 h. Obtaining concrete compressive strength tests for the purposes of form removal
30 is the responsibility of the Contractor.
31 i. Remove forms only if shores have been arranged to permit removal of forms
32 without loosening or disturbing shores.
33 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed,
34 delaminated, or othervaise damaged form-facing material will not be acceptable for
35 exposed surfaces. Apply new form-release agent.
36 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to
37 close joints. Align and secure joints to avoid offsets. Do not use patched forms for
38 exposed concrete surfaces unless approved by Engineer.
39 D. Shores and Reshores
40 1. The Contractor is solely responsible for proper shoring and reshoring.
41 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring
42 and reshoring.
43 a. Do not remove shoring or reshoring until measurement of slab tolerances is
44 complete.
CITX OF FORT WORTH West Aowntown Swctural Rehabilitation — W 1016 Street
STANDARb CONSTRUCTION SPECIFICATION AOCUMENTS 01364
Revised Juty 1, 2011
03 30 00 -16
CAST-IN-PLACE CONCRETE
Page 16 of 25
1 3. Plan sequence of removal of shores and reshore to avoid damage to concrete.
2 Locate and provide adequate reshoring to support construction without excessive
3 stress or deflection.
4 E. Steel Reinforcement
5 1. General: Comply with CRSI's "Manual of Standard Practice" for placing
6 reinforcement.
7 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder
8 before placing concrete.
9 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign
10 materials that would reduce bond to concrete.
11 3. Accurately position, support, and secure reinforcement against displacement.
12 Locate and support reinforcement with bar supports to maintain minimum concrete
13 cover. Do not tack weld crossing reinforcing bars.
14 a. Weld reinforcing bars according to AWS D1.4, where indicated. Only steel
15 conforming to ASTM A706 may be welded.
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4. Installation tolerances
a. Top and bottom bars in slabs, girders, beams and joists:
1) Members 8 inches deep or less: �3/8 inch
2) Members more than 8 inches deep: fl/2 inch
b. Concrete Cover to Formed or Finished Surfaces: �3/8 inches for members 8
inches deep or less; fl/2 inches for members over 8 inches deep, except that
tolerance for cover shall not exceed 1/3 of the specified cover.
23 5. Concrete Cover
24 a. Reinforcing in structural elements deposited against the gound: 3 inches
25 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches
26 c. Grade beams and exterior face of formed walls and columns exposed to
27 weather or in contact with the ground: 2 inches
28 d. Interiorfacesofwalls: 1 inches
29 e. Slabs: 3/4 inches
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6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply
with ACI 318 for minimum lap of spliced bars where not specified on the
documents. Do not 1ap splice no. 14 and 18 bars.
7. Field Welding of Embedded Metal Assemblies
a. Remove all paint and galvanizing in areas to receive field welds.
b. Field Prepare all areas where paint or galvanizing has been removed with the
specified paint or cold galvanizing compound, respectively.
F. Joints
1. General: Conshuct joints true to line with faces perpendicular to surface plane of
concrete.
2. Construction Joints: Install so strength and appearance of concrete are not
impaired, at locations indicated or as approved by Engineer.
a. Place joints perpendicular to main reinforcement. Continue reinforcement
across construction joints, unless otherwise indicated. Do not continue
reinforcement through sides of strip placements of floors and slabs.
b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete.
CI'I'Y OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIF1CATl0AI DOCUMENTS 01364
Revised July 1, 2011
03 30 00-17
CAST-TN-PLACE CONCRETE
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c. Locate joints for beams, slabs, joists, and girders in the middle third of spans.
Offset joints in girders a minimum distance of twice the beam width from a
beam-girder intersection.
d. Locate horizontal joints in walls and columns at underside of floors, slabs,
beams, and girders and at the top of footings or floor slabs.
e. Space vertical joints in walls as indicated. Locate joints beside piers integral
with walls, near corners, and in concealed locations where possible.
£ Use a bonding agent at locations where fresh concrete is placed against
hardened or partially hardened concrete surfaces.
3. Doweled Joints: Tnstall dowel bars and support assemblies at joints where
indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete
bonding to 1 side of joint.
G. Waterstops
1. Plexible Waterstops: Install in consiruction joints and at other joints indicated to
form a continuous diaphragm. Install in longest lengths practicable. Support and
protect exposed waterstops during progress of the Work. Field fabricate joints in
waterstops according to manufacturer's written instructions.
2. Self-Expanding Strip Waterstops: Install in construction joints and at other
locations indicated, according to manufacturer's written instructions, adhesive
bonding, mechanically fastening, and firmly pressing into place. Install in longest
lengths practicable.
H. Adhesive .Anchors
l. Comply with the manufacturer's installation instructions on the hole diameter and
depth required to fully develop the tensile strength of the adhesive anchor or
reinforcing bar.
2. Properly clean out the hole utilizing a wire brush and compressed air to remove all
loose material from the hole, prior to installing adhesive material.
I. Concrete Placement
1. Before placing concrete, verify that installation of formwork, reinforcement, and
embedded items is complete and that required inspections have been performed.
2. Do not add water to concrete during delivery, at Project site, or during placement
unless approved by Engineer.
3. Before test sampling and placing concrete, water may be added at Project site,
subject to limitations of ACT 301.
a. Do not add water to concrete after adding high-range water-reducing
admixtures to mixture.
b. Do not exceed the maximum specified water/cement ratio for the mix.
4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness
that no new concrete will be placed on concrete that has hardened enough to cause
seams or planes of weakness. Tf a section cannot be placed continuously, provide
construction joints as indicated. Deposit concrete to avoid segregation.
a. Deposit concrete in horizontal layers of depth to not exceed formwork design
pressures, 15 feet maximum and in a manner to avoid inclined conshuction
joints.
CITX OP FORT WORTH West Do�mtown Suuctural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION bOCUMENTS 01364
Revised JuIy 1, 20I 1
03 30 00-18
CAST-fN-PLACE CONCRETE
Page 18 of25
1 b. .Consolidate placed concrete with mechanical vibrating equipment according to
2 ACI 301.
3 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw
4 vibrators vertically at uniformly spaced locations to rapidty penetrate placed
5 layer and at least 6 inches into preceding layer. Do not insert vibrators into
6 lower layers of concrete that have begun to lose plasticity. At each insertion,
7 limit duration of vibration to time necessary to consolidate concrete and
8 complete embedment of reinforcement and other embedded items without
9 causing mixture constituents to segregate.
10 d. Do not permit concrete to drop freely any distance greater than 10 feet for
11 concrete containing a high range water reducing admixture (superplasticizer) or
12 5 feet for other concrete. Provide chute or tremie to place concrete where longer
13 drops are necessary. Do not place concrete into excavations with sYanding
14 water. If place of deposit cannot be pumped dry, pour concrete through a tremie
15 with its outlet near the bottom of the place of deposit.
16 e. Discard pump priming grout and do not use in the structure.
17 5. Deposit and consolidate concrete for floors and slabs in a continuous operation,
18 within limits of construction joints, until placement of a panel or section is
19 complete.
20 a. Consolidate concrete during placement operations so concrete is thoroughly
21 worked around reinforcement and other embedded items and into corners.
22 b. Maintain reinforcement in position on chairs during concrete placement.
23 c. Screed slab surfaces with a straightedge and strike off to correct elevations.
24 d. Slope surfaces uniformly to drains where required.
25 e. Begin initial floating using bull floats or darbies to form a uniform and open-
26 textured surface plane, before excess bleedwater appears on the surface. Do not
27 further disturb slab surfaces before starting finishing operations.
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6. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect
concrete work from physical damage or reduced strength that could be caused by
frost, freezing actions, or low temperatures.
a. When average high and low temperature is expected to fall below 40
degrees Fahrenheit for 3 successive days, mainta.in delivered concrete mixture
temperature wifihin the temperature range required by ACI 301.
b. Do not use frozen materials or materials containing ice or snow. Do not place
concrete on frozen subgrade or on subgrade containing frozen materials.
c. Do not use calcium chloride, salt, or other materials containing antifreeze
agents or chemical accelerators unless otherwise specified and approved in
mixture designs.
7. Hot-Weather Placement: Comply with ACI 305.1 and as follows:
a. Maintain concrete temperature below 95 degrees Fahrenheit at time of
placement. Chilled mixing water or chopped ice rnay be used to control
temperature, provided water equivalent of ice is calculated to total amount of
mixing water. Using liquid nitrogen to cool concrete is Contractor's option.
b. Fog-spray forms, steel reinforcement, and subgrade just before placing
concrete. Keep subgade uniformly moist without standing water, soft spots, or
dry areas.
J. Finishing Formed Surfaces
CiTY OF FORT WORTH West Downtown Structural Rehabilitation — W 10°i Street
STANDAItb CONSTRUCTION SPECIFIGATION DOCUMEN'I'S 01364
Revised July 1, 2011
03 30 00-19
CAST-TN-PLACE CONCRETE
Page 19 of 25
1 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material
2 with tie holes and defects repaired and patched. Remove fins and other projections
3 that exceed specified limits on formed-surface irregularities.
4 a. Apply to concrete surfaces not exposed to public view.
5 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar
6 unformed surfaces adjacent to formed surfaces, sirike off smooth and finish with a
7 texture matching adjacent formed surfaces. Continue final surface treatment of
8 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise
9 indicated.
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K. Miscellaneous Concrete Items
2.
3.
Filling In: Fill in holes and openings left in concrete structures, unless otherwise
indicated, after work of other trades is in place. Mix, place, and cure concrete, as
specified, to blend with in-place consiruction. Provide other miscellaneous
concrete filling indicated or required to cornplete the Work.
Curbs: Provide monolithic finish to interior curbs by stripping forms while
concrete is still green and by steel-troweling surfaces to a hard, dense fnish with
corners, intersections, and terminations slightly rounded. �
Equipment Bases and Foundations: Provide machine and equipment bases and
foundations as shown on Drawings. Set anchor bolts for machines and equipment
at conect elevations, complying with diagrams or templates from manufacturer
furnishing machines and equipment.
a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with
#3@16 inches on center set at middepth of pad. Trowel concrete to a dense,
smooth finish. Set anchor bolts for securing mechanical or electrical eyuipment
during pouring of concrete fill.
4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a
minimum thickness of 3-1/2 inches. Finish slab to a wood float finish.
28 L. Concrete Protecting and Curing
29 l. General: Protect freshly placed concrete from premature drying and excessive cold
30 or hot temperatures. Comply with ACI 306.1 for cold-weather protection and
31 ACI 305.1 for hot-weather protection during curing.
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2. Formed Surfaces: Cure formed concrete surFaces, including underside of beams,
supported slabs, and other similar surfaces. If forms remain during curing period,
moist cure after loosening forms. If removing forms before end of curing period,
continue curing for the remainder of the curing period.
3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure
unformed surfaces, including floors and slabs, concrete floor toppings, and other
surfaces.
4. Cure concrete according to ACI 308.1, by l or a combination of tlie following
methods:
a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days
with the following materials:
1) Water
2) Continuous water-fog spray
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W lON Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
03 30 00 - 20
CAST-IN-PLACE CONCRETE
Page 20 of 25
3) Absorptive cover, water saturated, and kept continuously wet. Cover
concrete surfaces and edges with 12-inch lap over adjacent absorptive
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covers
b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-
retaining cover for curing concrete, placed in widest practicable width, with
sides and ends lapped at least 12 inches, and sealed by waterproof tape or
adhesive. Cure for not less than 7 days. Immediately repair any holes or tears
during curing period using cover material and waterproof tape.
1) Moisiure cure or use moisture-retaining covers to cure concrete surfaces to
receive floor coverings.
2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to
receive penetrating liquid floor treatrr�ents.
3) Cure concrete surfaces to receive floor coverings with either a moisture-
retaining cover or a curing compound that the manufacturer certifies will
not interfere with bonding of floor covering used on Project.
c. Curing Compound: Apply uniformly in continuous operation by power spray
or roller according to manufaciurer's written instxuctions. Recoat areas
subjected to heavy rainfall within 3 hours after initial application. Maintain
continuity of coating and repair damage during curing period.
20 3.5 REPAIK .
21 A. Concrete Surface Repairs
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1. Defective Concrete: Repair and patch defective azeas when approved by Engineer.
Remove and replace concrete that cannot be repaired and patched to Engineer's
approval.
2. Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland
cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough
water for handling and placing.
3. Repairing Formed Surfaces: Surface defects include color and texture
irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, iu�s and other
projections on the surface, and stains and other discolorations that cannot be
removed by cleaning.
a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids
rnore than 1/2 inch in any dirnension in solid concrete, but not less than 1 inch
in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen
with water, and brush-coat holes and voids with bonding agent. Fill and
compact with patching mortar before bonding agent has dried. Fill form-tie
voids with patching mortar or cone plugs secured in place with bonding agent.
b. Repair defects on surfaces exposed to view by blending white portland cement
and standard portland cement so that, when dry, patching mortar will match
surrounding color. Patch a test azea at inconspicuous locations to verify
mixture and color match before proceeding with patching. Compact mortar in
place and strike off slightly higher than surrounding surface.
c. Repair defects on concealed formed surfaces that affect concrete's durability
and structural performance as determined by Engineer.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 101° Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
03 30 00 - 21
CAST-IN-PLACE CONCRETE
Page21 of25
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4. Repairing Unformed Surfaces: Test unfortued surfaces,. such as floors and slabs,
for finish and verify surface tolerances specified for each surface. Conect low and
high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use
a sloped template.
a. Repair finished surfaces containing defects. Surface defects include spalls, pop
outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide
or that penetrate to reinforcement or completely through unreinforced sections
regardless of width, and other objectionable conditions.
b. After concrete has cured at least 14 days, correct high areas by grinding.
c. Correct localized low areas during or immediately after completing surface
finishing operations by cutting out low areas and replacing with patching
mortar. Finish repaired areas to blend into adjacent concrete.
d. Repair defective areas, except random cracks and single holes 1 inch or less in
diameter, by cutting out and replacing with fresh concrete. Remove defective
areas with clean, square cuts and expose steel reinforcement with at least a 3/4-
inch clearance all around. Dampen concrete surfaces in contact with patching
concrete and apply bonding agent. Mix patching concrete of same materials
and mixture as original concrete except without coarse aggregate. Place,
compact, and finish to blend with adjacent finished concrete. Cure in same
manner as adjacent concrete.
e. Repair random cracks and single holes 1 inch or less in diameter with patching
mortar. Groove top of cracks and cut out holes to sound concrete and clean off
dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply
bonding agent. Place patching mortar before bonding agent has dried.
Compact patching mortar and finish to match adjacent concrete. Keep patched
area continuously moist for at least 72 hours.
27 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy
28 adhesive and patching mortar. .
29 6. Repair materials and installation not specified above may be used, subject to
30 Engineer's approval.
31 3.6 RE-TNSTA.LLATION [NOT USED]
32 3.7 FIELD QUALI'TY CONTROL
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A. Testing and Inspecting: City will engage a special inspector and qualified testing and
inspecting agency to perform iield tests and inspections and prepare test reports.
B. Inspections �
36 1. Steel reinforcement placement
37 2. Headed bolts and studs
38 3. Verification of use of required design mixture
39 4. Concrete placement, including conveying and depositing
40 5. Curing procedures and maintenance of curing temperature
41 6. Verification of concrete strength before removal of shores and fortns from beams
42 and slabs
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
03 30 00 - 22
CAST-IN-PLACE CONCRETE
Page 22 of 25
1 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained
2 according to ASTM C1'72 according to the following requirements:
3 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each
4 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus 1 set for
5 each additional 50 cubic yard or fraction thereof.
6 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but
7 not less than 1 test for each day's pour of each concrete mixture. Perform additional
8 tests when concrete consistency appears to change.
9 3. Air Content: ASTM C231, pressure method, for normal-weight concrete; 1 test for
10 each composite sample, but not less than 1 test for each day's pour of each concrete
11 mixture.
12 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40
13 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1
14 test for each composite sample.
15 5. Compression Test Specimens: ASTM C31.
16 a. Cast and laboratory cure 4 cylinders for each composite sample.
17 1) Do not transport field cast cylinders until they have cured for a
18 minimum of 24 hours.
19 6. Compressiv�Sirength Tests: ASTM C39;
20 a. Test 1 cylinder at 7 days.
21 b. Test 2 cylinders at 28 da�s.
22 c. Hold 1 cylinder for testing at 56 days as needed.
23 '1. When strength of feld-cured cylinders is less than 85 percent of companion
24 laboratory-cured cylinders, evaluate operations and provide conective procedures
25 for protecting and curing in-place concrete.
26 8. Strength of each concrete mixture will be satisfactory if every average of any 3
27 consecutive compressive-strength tests equals or exceeds specified compressive
28 strength and no compressive-strength test value falls below specified compressive
29 strength b� more than 500 psi.
30 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor
31 within 48 hours of testing. Reports of compressive-strength tests shall contain
32 Project identification name and number, date of concrete placement, name of
33 concrete testing and inspecting agency, location of concrete batch in Work, design
34 compressive strength at 28 days, concrete rnixture proportions and materials,
35 compressive breaking strength, and type of break for both 7- and 28-day tests.
36 10. Additional Tests: Testing and inspecting agency shall make additional tests of
37 concrete when test results indicate that slump, air entrainment, compressive
38 strengths, or other requirements have not been met, as directed by Engineer.
39 Testing and inspecting agency may conduct tests to determine adequac� of concrete
40 by cored cylinders complying with ASTM C42 or by other methods as directed by
41 Engineer.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
3TANDARD CONSTRUCTTON SPECIFICATION DOCLTMENTS 01364
Revised July I, 2011
03 30 00 - 23
CAST-IN-PLACE CONCRETE
Page 23 of 25
1 a. When the strength level of the concrete for any portion of the structure, as
2 indicated by cylinder tests, falls below the specified requirements, provide
3 improved curing conditions and/or adjustments to the mix design as required to
4 obtain the required strength. Tf the average strength of the laboratory control
5 cylinders falls so low as to be deemed unacceptable, follow the core test
6 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be
7 approved by the Engineer. Core sampling and testing shall be at Contractors
8 expense.
9 b. If the results of the core tests indicate that the strength of the structure is
10 inadequate, any replacement, load testing, or strengthening as may be ordered
11 by the Engineer shall be provided by the Contractor without cost to the City.
12 11. Additional testing and inspecting, at Coniractor's expense, will be performed to
13 determine compliance of replaced or additional work with specified requirements.
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12. Correct deficiencies in the Work that test reports and inspections indicate does not
comply with the Contract Documents.
D. Measure floor and slab flafiess and levelness according to ASTM El 155 within 48
hours of finishing.
E. Concrete Finish Measurement and Tolerances
19 l. All floors are subject to measurement for flatness and levelness and comply with
20 the following:
21 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with
22 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in
23 both directions, lapping straightedge 3 feet on areas previously checked. Low
24 spots shall not exceed the above dimension anywhere along the straightedge.
25 Flafiess shall be checked the next work day after imishing.
26 b. Slabs shall be level within a tolerance of � 1/4 inch in 10 feet, not to exceed 3/4
27 inches total variation, anywhere on the floor, from elevations indicated on the
28 Drawings. Levelness shall be checked on a 10 foot grid using a level after
29 removal of forms.
30 c. Measurement Standard: All floors are subject to measurement for flainess and
31 levelness, accord'utg to ASTM El 155.
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2. 2 Tiered Measurement Standard
a. Each floor test section and the overall floor area shall conform to the 2-tiered
measurement standard as specified herein.
1) Minimum Local Value: The minimum local FF/FL values represent the ab-
solu�e minimum surface profile that will be acceptable for any 1 test sample
(line of ineasurements) anywhere within the test area.
2) Specified Overall Value: T'he specified overall FF/FL values represent the
minimum values acceptable for individual floor sections as well as the floor
as a whole.
4I 3. Floor Test Sections
42 a. A floor test section is defined as the smaller of the following areas:
43 1) The area bounded by column and/or wall lines
44 2) 'The area bounded by construction and/or control joint lines
45 3) Any combination of colamn lines and/or control joint lines
CITX OF FORT WORTH West Downtown Structural Rehabilitation— W 10'^ Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
03 30 00 - 24
CAST-IN-PLACE CONCRETE
Page 24 of 25
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b. Test sample measurement lines within each test section shall be
multidirectional along 2 orthogonal lines, as defined by ASTM El 155, at a
spacing to be determined by the City's testing agency.
c. The precise layout of each test section shall be deterrnined by the City's testing
agency.
Concrete Floor Finish Tolerance
a. The following values apply before removal of shores. Levelness values (FL) do
not apply to intentionally sloped or cambered areas, nor to slabs poured on
metal deck or precast concrete.
1) Slabs
Overall Value � FF45/FL30
Minimum Local Value FF30/FL20
Floor Elevation Tolerance Envelope
a. The acceptable tolerance envelope for absolute elevation of any point on the
slab surface, with respect to the elevation shown on the Drawings, is as follows:
1) Slab-on-Grade Construction: � 3/a inch
2) Top surfaces of formed slabs measured prior to removal of supporting
shores:. f 3/a inch
3) Top surfaces of all other slabs: � 3/4 inch
4) Slabs specifietl to slope shall have a tolerance from the specified slope of
3/8 inch in 10 feet at any point, up to 3/a inch from theoretical elevation at
any point.
23 3.8 SYST�M STAR.TUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING
26 A. Defective Work
27 1. Imperfect or damaged work or any material damaged or determined to be defective
28 before final completion and acceptance of the entire job shall be satisfactorily re-
29 placed at the Contractor's expense, and in conformity with all of the requirements of
30 the Drawings and Specifications.
31 2. Perform removal and replacement of concrete work in such rnanner as not to impair
32 the appearance or strength of the structure in any way.
33 B. Cleaning
34 l. Upon completion of the work remove from the site all forms, equipment, protective
35 coverings and any rubbish resulting therefrom.
36 2. After sweeping floors, wash floors with clean water.
37 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City.
CITY OF FORT WORTH West Downtown Structural Rehabifitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July i, 2011
03 30 00 - 25
CAST-IN-PLACE CONCRETE
Page 25 of 25
1 3.11 CLOSEOUT ACTIVITIES [NOT USED]
2 3.12 PROTECTION [NOT USED] �
3 3.13 MAINTENANCE [NOT USED]
4 3.14 ATTACIIMENTS [NOT USED]
5 END OF SECTION
6
Revision Log
DATE NAME SUMM.AlZY OF CHANGE
�
C1TY OF FORT WORTH West Downtown Shucturat Rehabilitation— W 10'� Street
STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS 01364
Revised 7uly 1, 2011
390000-I
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUCTURAL REHABILITATION
Page 1 of 7
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SECTION 39 00 00
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUCTIJRAL
REHABILITATION
4 PART1- GENERAL
5 1.1 SUMMARY
6 A. Section includes:
7 1. Cleaning and debris removal from storm drains.
8 2. Requirements to bring existing structure to a consistent, uniform shape in
9 preparation for an in-situ structural rehabilitation.
l0 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
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15 1.2
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26
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Measurement
a. This Item is considered subsidiary to in-situ structural rehabilitation per
Sections 39 00 O1, 39 00 02, and 39 00 03.
2. Payment
a. The work performed and the materials furnished in accordance with this Item
are subsidiary to the structure or Items being placed and no other compensation
will be allowed. All work necessary to complete the requirements of this Item
shall be included in the price bid for the in-situ structural rehabilitation method
chosen, including but not limited to: materials, labor, transportation,
mobilization, demobilization, and all required submittals.
27 1.3 REF�RENCES
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32
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34
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36
37 1.4
38
A. Reference Standards
1. Reference standards cited in this Specifcation refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. ASTM International (ASTM):
a. C109/C109M Test Methods for Hydraulic Cement Mortars.
b. C270 Standard Specification for Mortar for Unit Masonry
B. Where reference is made to 1 of the above standards, the revision in effect at the time of
bid opening applies.
ADMINISTRATIVE REQUIREMENTS
A. Coordination
CITY OF FORT WORTH West Downtown Structural Rehabilitation— W 10`� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADDENDUM NO. 4
390000-2
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUC'I'UItAL REHABILITATION
Page 2 of 7
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1. Coordinate with City, Engineer, franchise utilities, etc. as described in the
Drawings.
2. Provide advanced notice prior to commencing actual activities as described in the
Drawings in order to allow the City to provide appropriate advanced notice to
affected residents and businesses.
3. Review the location and number of insertion or access pits with the City Inspector
prior to excavation.
B. Sequencing
1. Provide a bypass pumping plan detailing collection and discharge locations and
method of bypass pumping prior to the start of construction if necessary.
2. Provide a phasing plan with the sequence of construction prior to the start of
construction.
13 1.5 SUBMITTALS
14 A. Provide submittals in accordance with Section O1 33 00.
15
16
17 1.6
B. All submittals shall be approved by the City prior to execution of work.
C. Submit sequencing plan prior to execution of work.
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
18 A. Product Data
19 1. Submit manufacturer's Product Data on all product brands proposed for use to the
20 Engineer for review.
21 2. Include the manufacturer's installation and/or application instructions.
22 3. Technical data sheet on each product used
23 4. Material Safety Data Sheet (MSDS) for each product used
24 B. Shop Drawings
25 1. Include dimensions of final modified stortn drain section.
26 C. Certificates
27 1. Pr•ovide a certificate of compliance with this Specification, upon request, by the
28 manufacturer for all material furnished under this Specification.
29 a. The Contractor will be responsible for all damage caused by and the
30 replacement of failed, unspecified or unapproved materials.
31 D. Safety Plan
32 1.7 CLOSEOUT SUBMITTALS
33 A. Record Docutnentation
34 1. Provide Post-Construction Closed Circuit Television inspection reports in
35 accordance with Section 33 O1 31 and prior to installation of in-situ rehabilitation
36 technology for Engineer approval.
37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
38 1.9 QUALITY ASSURANCE
39 A. Qualifications
40 1. Contractor
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADDENDUM NO. 4
390000-3
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUCTURAL REHABILITATION
Page 3 of 7
i a. When removing materials or portions of existing structures and when making
2 openings in existing structures, take precautions and all erect all necessary
3 barriers, shoring and bracing, and other protective devices to prevent damage to
4 the structures beyond the limits necessary for the new work, protect personnel,
5 control dust, and to prevent damage to the structures or contents by falling or
6 flying debris.
7 b. Be trained by, or have training approved and certified by, the coating product
8 manufacturer for the handling, mixing, application and inspection of the coating
9 product(s) to be used as specified herein
10 c. Initiate and enforce quality control procedures consistent with the coating
11 product(s) manufacturer recommendations.
12 1.10 DELIVERY, STORAGE, AND HANDLING
13 A. Deliver the specifed products in original, unopened containers with the manufacturer's
14 name, labels, product identification, and batch numbers.
15 B. Store and condition the specified product as recommended by the manufacturer.
16 C. Handle coating materials according to their material safety data sheets.
17 1.11 FIELD CONDITIONS
18 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to
19 perform the specified work.
20 1.12 WARRANTY
21 A. Contractor Warranty
22 1. Contractor's Warranty shall be in accordance with Division 0.
23 PART 2 - PRODUCTS
24 2.1 OWNER-FURNISAED OR OWNER-SUPPLIED PRODUCTS [NOT USED]
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2.2 PRODUCT TYPES AND MATERIALS
A. Use only the type of cleaning material which will not create hazards to health or
property.
B. Manufacturers
1. In other Part 2 articles where titles below introduce lists, the following requirements
apply to product selection:
a. Available Products
1) Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, products
specified.
b. Available Manufacturers
1) Subject to compliance with requirements, manufacturers offering products
that may be incorporated into the Work include, but are not limited to,
manufacturers specified.
C. Materials
1. General
a. Comply with this Section and any state or local regulations.
CITY OF FORT WORTH West Do�vnto«m Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADD�NDUDZ NO. 4
390000-4
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUCTURAL REF-IABILITATION
Page 4 of 7
1 D. Repair Mortars
2 l. Provide an asbestos free, moisture insensitive, polymer-modiiied, Portland cement-
3 based cementitious trowel grade mortar for repairs on horizontal or vertical
4 surfaces.
5 a. Available Manufacturers or approved equal
6 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122
7 2) BASF — Emaco Nanocrete R3
8 E. Cast-in-Place Concrete
9 1. Provide cast in place concrete per Section 03 30 00 on horizontal surfaces only.
10 F. Controlled Low Strength Material (CLSM)
11 1. Provide CLSM per Section 03 34 13 to fill large voids in the floor of the host pipe.
12 2. CLSM should only be used to fill voids to within a minimum of 2 inches from the
13 finished grade of the pipe. Cast-in-Place Concrete or Repair Mortars tnust make up
14 the iinal 2 inches of the floor per Exhibit A.
15 2.3 ACCESSORIES [NOT USED]
16 2.4 SOURCE QUALITY CONTROL
17 A. Testing
18 1. After coating has set, repair all visible pinholes by lightly abrading the surface and
19 brushing the lining material over the area.
20 2. Repair all blisters and evidence of uneven cover according to the inanufacturer's
21 recommendations.
22 PART 3 - EXECUTION
23 3.1 INSTALLERS [NOT USED]
24 3.2 EXAMINATION [NOT USED]
25 3.3 PREPARATION
26
27
28
29
30
31
32
A. General
1. Cut, repair, reuse, demolish, excavate or otherwise tnodify parts of the existing
structures or appurtenances necessary to permit completion of the Work.
2. Fill voids in the floor of the host pipe with CLSM to 2 inches (minimuin) below
finished grade.
3. Remove all existing soil, sand, trash and debris from storm drain. In addition to
CLSM, voids may be iilled with concrete rubble and rocks no smaller than 0.5 inch.
33 3.4 INSTALLATION
34
35
36
37
38
39
A. After the existing surface has been cleaned and all voids in the floor filled, apply mortar
and concrete per manufacturei•'s specifications.
B. Site Organization
1. Locate equipment used to perform the work away from buildings so as not to create
a noise impact. Conform to City of Fort Worth Code of Ordinances, Part II,
Section 23-8.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADDENDUM NO. 4
390000-5
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUCTURAL REHABILITATION
Page 5 of 7
1
2
a. Provide silencers or other devices to reduce machine noise as needed to meet
requirements.
3 3.5 REPAIR [NOT USED]
4 3.6 RE-INSTALLATION [NOT USED]
5 3.7 FIELD QUALITY CONTROL
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
A. Field Tests and Inspections
1. Post-Construction Closed Circuit Television (CCTV) Inspection
a. Provide post-construction Closed Circuit Television (CCTV) Inspection of the
pipeline to be rehabilitated in conformance with Section 33 O1 31. Inspection
of the pipelines shall be performed by experienced persoruiel trained in locating
breaks, obstacles and service connections by closed circuit color television.
2. Each structure will be visually inspected by the Engineer the same day following
the application.
3. The inspector will check for deficiencies, pinholes and thin spots.
4. If leaks are detected they will be repaired.
5. Identify by location the presence of line obstructions in the existing pipeline(s)
(heavy solids, dropped joints, protruding service taps or collapsed pipe) which will
prevent completion of the liner installation process, and which camlot be removed
by conventional sewer cleaning equipment.
B. Safety
1. The Contractor is responsible for safety on the job site.
a. Perform all Work in accordance with the current applicable regulations of the
Federal, State and local agencies.
b. In the event of conflict, comply with the more resh•ictive applicable
requirement.
2. No gasoline powered equipment shall be permitted in storm drain.
a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to
appiicable local, State and Federal regulations.
3. Methods of construction shall be such as to ensure the safety of the Work,
Contractor's aud other employees on site and the public.
4. Furnish and operate a temporary ventilation system in accordance with applicable
safety requirements when personnel are underground.
a. Perform all required air and gas monitoring.
b. Ventilation system shall provide a sufficient supply of fresh air and maintain an
atmosphere fi•ee of toxic or flammable gases in all underground work areas.
5. Perform all Work in accordance with all current applicable regulations and safety
requirements of the federal, state and local agencies.
a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S,
Underground Construction and Subpart P, Excavations.
b. In the event of conflict, comply with the more stringent requirements.
6. If personnel will enter the pipe during construction, the Contractor shall develop an
emergency response plan for rescuing personnel trapped underground in a shaft
excavation or pipe.
a. Keep on-site all equipment required for emergency response in accordance with
the agency having jurisdiction.
CiTY OF FORT WORTH West Downtown Structural Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADD�NDUM NO. 4
390000-6
CLEANING AND PREPAF2ATION OF STORM DRAINS FOR IN-SITU STRUCTURAL REHABILITATION
Page 6 of 7
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTAC�-IMENTS
8 A. Exhibit A
ROCK RUBBLE
STONE ARCH
`fi
N
�t
'fi
�
_ .. ; .
2" MIN
PORTLAND
CEMENT
CONCRETE
'_ �(
r�k ��- ���.. _.. . .. .�
� ' ���. . .._... .
. ... ._ _... �
��s
I
; ,, .
� _ _ „_ ;
CONTROLLED LOW
STRENGTH MATERIAL
(CLSM)
"t
9
10
11
TYPICAL SECTION FOR PREPARATION OF STORM DRAIN
N,T.S. H=V
t = 1" MIN
ALL SIDES
� .-
;
R� _
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADD�NDUM NO. 4
390000-7
CLEANING AND PREPARATION OF STORM DRAINS FOR IN-SITU STRUCTURAL REHABILITATION
Page 7 of 7
1
END OF SECTinN
Revision Log
DATE NAME SLJMMARY OF CHANGE
�
CITY OF FORT WORTH West Downtown Structural Rehabilitation— W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013 ADDENDUM NO. 4
390001-1
SPII2AL WOUND PVC LINER PII'E
Page 1 of 10
SECTION 39 00 Ol
SPIRAL WOUND PVC LINER PIPE
PART1- GENERAL
1.1 SUMMARY
A. Section Includes
1. Requirements to rehabilitate existing non-pressure storm drain conduit (circular and
non-circular) by installation of spiral wound PVC liner pipe and filling the annular
space with grout.
B. Related Specification Sections include but are not necessarily limited to
1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
Contract.
2. Division 1- General Requirements.
3. Section 03 80 00 Modifications to Existing Concrete Structures
4. Section 33 O1 30 Sewer and Manhole Testing
5. Section 33 Ol 31 Closed Circuit Television Inspection
6. Section 33 03 10 Bypass Pumping of Existing Sewer Systems
7. Section 33 04 50 Cleaning of Sewer Mains
8. Section 33 OS 10 Utility Trench Excavation, Embedment, and Backfill
9. Section 33 31 15 HDPE Pipe for Sanitary Sewer
10. Section 33 39 10 Cast-In-Place Concrete Manholes
11. Section 39 00 00 Cleaning and Preparation of Storm Drains for In-Situ Structural
Rehabilitation
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Spiral Wound PVC Liner Pipe
a. Measurement
1) Measure by the linear foot horizontally along the surface of the host pipe
from center line to center line of the manhole, pipe or appurtenance.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid for "Spiral Wound PVC Liner Pipe" installed for:
a) Various sizes and shapes
a The price bid shall include:
1) Cleaning and preparation of storm drains for in-situ rehabilitation per
Section 39 00 00
2) Furnishing and installing liner pipe as specified by the Plans and approved
shop drawings
3) Bypass pumping
4) Grout annular spaces
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Do�vntown Structural Rehabilitation— W 10'� Street
01364
ADD�NDUM NO. 4
390001 -2
SPIIZAL WOUND PVC LINER PII'E
Page 2 of 10
5) Hauling
6) Disposal of excess material
7) Ground water control
8) Clean-up
9) Labor, equipment and materials
10) Reconnecting all laterals
11) Correcting Pipe Line Sags
12) Correcting Pipe Line Obstructions
13) All other incidental work in accordance with the requirements of the
specifications and/or the Plans.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. PVC — Polyvinyl Chloride
2. CCTV — Closed Circuit Television
3. OSHA - Occupational Safety and Health Administration
B. Definitions
1. Spiral wound PVC liner pipe is used for the rehabilitation of existing non-pressure
storm drain or conduit by the insertion of a factory-manufactured continuous plastic
strip into an existing pipe using a winding machine which remains stationary in the
insertion pit or, alternatively, which travels along the interior of the existing pipe or
conduit. Once in place, the liner pipe is either expanded until it presses against the
interior surface of the existing pipe or is not expanded and tlie annular space
between the spiral wound liner pipe and the existing pipe or conduit is gcouted.
2. A Line Sag is defined as any pipe line segment more than 3 feet in length which
ponds water in the absence of flow.
C. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. ASTM International (ASTM):
a. F1741 Standard Practice for Installation of Machine Spiral Wound Poly (Vinyl
Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and
Conduits.
b. F1697 Specification for Poly (Vinyl Chlot•ide) (PVC) Profile strip for
Machine Spiral-Wound Liner Pipe Rehabilitation of existing Sewers and
Conduit.
c. F1698 Standard Practice for Installation of Poly (Vinyl Chloride) (PVC)
Profile Strip Liner and Cementitious Grout for Rehabilitation of Existing man-
entry Sewers and Conduits.
d, F412 Terminology Relating to Plastic Piping Systems
e. C109/C109M Test Method for Compressive Strength of Hydraulic Cement
Mortars
f. C495 Test Method far Compressive Strength of lightweight Insulating
Concrete
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Stnictura] Rehabilitation — W]0'� Street
01364
ADDENDUM NO. 4
390001-3
SPIRAL WOUND PVC LINER PIPE
Page 3 of 10
g. C940-98 Standard Test Method for Expansion and Bleeding of Freshly Mixed Grouts
for Pre-placed Aggregate Concrete in the Laboratory
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Coordinate with City, Engineer, franchise utilities, etc. as described in the
Drawings.
2. Provide advanced notice prior to commencing actual construction activities as
described in the Plans in order to allow the City to provide appropriate advanced
notice to affected residents and businesses.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures.
B. All submittals shall be approved by the Engineer prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Product Data — Include manufacturer's technical data showing complete information on
material composition and physical properties.
B. Shop Drawings
1. Provide calculations to support Spiral wound PVC liner pipe. List the following
criteria used for the calculations:
a. Assumed host pipe condition
b. Ground water table elevation
c. Depth of cover at deepest location
d. Modulus of soil stiffness
e. Long term modulus of elasticity
f. Live loading
g. Factor of safety
h. Assumed pipe ovality
2. Provide e�zibit that show typical section and auy anticipated deviations. Include
the following in the typical section with dimensions for each:
a. Host pipe
b. Grouted annular space
c. New liner pipe
C. Certificates — Provide a certificate of compliance for each reel of PVC strip as specified
in the General Requirements. Certificate of compliance must include:
1. Manufacturer
2. Plant
3. Date of manufacture
4. Cell classification
5. Unit mass
6. Average pipe liner stiffness and profile type
D. Manufacturers' Instructions — Include manufacturer's recommendation for handling,
storage, and repair of liner pipe if damaged.
CITY OF FORT WORTH
STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Structural Rehabilitation— W 10`� Street
01364
ADDENDUM NO. 4
390001 -4
SPIItAL WOUND PVC LINER PIPE
Page 4 of ] 0
E. Grout Plan (Annular Space) — Submit a separate grout plan for each kind of grout or
variation in procedure or installation and the locations or conditions to which each
applies. Before grouting activities start you may change the grout mix, procedure or
installation with approval by the Engineer. Grout plan must include the following:
1. Certified test data by independent testing laboratory verifying:
a. Proposed grout mix components and proportions
b. Proposed grout densities and viscosity
c. Initial set time of the grout
d. 28-day minimum grout compressive strength
e. Grout working time before a 15 percent change in density or viscosity occurs
2. Proposed grouting method and procedures
3. Maximum injection pressures (including last lift at the crown)
4. Proposed grout stage (lift) height and volumes
5. Bulkhead designs and locations
6. Buoyant force calculations during grouting and detailed plan for holding pipe liner
on invert of host pipe for a period of time long enough to allow the fiist lift of grout
to set before proceeding to the second lift
7. Provisions for re-establishing lateral connections and openings
8. Pressure gauge, recordet• and field equipment certifications (e.g., calibration by an
approved certified lab)
9. Proposed number and location of vents relative to pipe diameter and stiffness and
depth of flow in pipeline for grouting activity
10. Strut details
11. Written confirmation that the contractor has coordinated grouting procedures with
grout installer and pipe liner manufacturer
12. Calculations or other documentation to verify that the pipe joints will not leak,
separate oi• deform under proposed grouting pressure
F. Grout Mix Design (Annular Space) — Submit grout mix design including certified test
data verifying that mix design complies with density and compressive strength
requirements of these special provisions.
G. Special Procedure Submittals
1. Provide a bypass pumping plan in accordance with Section 33 03 10.
2. Provide a phasing plan with the sequence of construction prior to the start of
construction.
3. Provide the location and number of insei�tion or access pits in writing prior to
excavation for approval by the City.
4. Provide a written plan for reinstatement of lateral connections.
H. Qualification Statements — Provide certification of workmen training far installing liner
pipe and grout.
1.7 CLOSEOUT SUBMITTALS
A. Record Documentation
1. Provide Record Drawings ("As Builts" certified by Contractor)
CITY OF FORT WORTH
STANDAltD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Structural Rehabilitation— W]0�' Street
01364
ADDENDUM NO. 4
390001-5
SPIlZAL WOUND PVC LINER PIPE
Page 5 of 10
2. Provide Closed Circuit Television inspection reports in accordance with Section 33
O1 31.
3. Provide final measurements and dimensions including wall thickness for the new
liner pipe.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Each PVC continuous strip must be distinctively marked on its inside surface at
intervals not to exceed 5 feet with a coded number which identifies:
1. Manufacturer
2. Plant
3. Date of manufacturer
4. Minimum strip thickness
5. Cell classification and profile type
6. Size
This information must be visible from inside the completed liner pipe and also appear on
each reel.
B. Certifications
1. Provide certification from the liner pipe manufacturer that samples of the
production product meets these specifications.
2. Provide certification from the manufacturer that stress regression testing has been
performed on the specifc product. Certification shall include a stress life curve per
ASTM D2837 and testing shall have been performed in accordance with ASTM
D2837.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Transport, handle, and store liner pipe material as recommended by manufacturer.
2. If new liner pipe material becomes damaged before or during installation, repair as
recommended by the manufacturer or replace as required by the City at the
Contractor's expense before resuming construction.
3. Deliver, store and handle grout and other materials as recommended by the
manufacturer to prevent damage.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Manufacturers and Contractors
CITY OF FORT WORTH West Downtown 3tructural Rehabilitation— W 10`� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013
ADD�NDUM NO. 4
390001-6
SPII2AL WOUND PVC LINER PIPE
Page 6 of 10
1. Only prequalified manufacturer•s and contractors will be considered.
B. Performance / Design Criteria
1. Liner
a. Design liner for a 50-year service life under continuous loading conditions.
b. Assume no bonding to the host pipe wall.
c. Design liner based on a fully deteriorated host pipe condition as defined in
ASTM F1741.
d. Calculate wall thickness per ASTM F1741, Appendix X1.
1) Assume the following values for the design:
a) Safety Factor (N) = 2.0
b) Ovality (C) = 2 to 6 percent
c) Groundwater Depth (H,y) = Soil Depth (H) per Drawings, feet (Surface)
d) Soil Depth (H) = per Drawings, feet
e) Soil Modulus (E') = 1,000, psi
� Soil Density (w) = 130 pounds per cubic foot
g) Live Load = AASHTO HS 20
2) Liner products below the stated miniinum wall thickness will not be
allowed under any circumstances.
2. The hydraulic cross-section of the spiral wound PVC liner pipe shall be maintained
as large as possible. The spiral wound PVC liner pipe shall have as a minimu�n the
satne fiill flow capacity of the host pipe.
C. Materials
1. Liner Pipe
a. The liner pipe material shall be interlocking PVC strips and must comply with
ASTM F1697, ASTM F1698 and ASTM F1741.
2. Pipe Saddles
a. Saddles shall be in accordance with Section 33 31 15.
3. Manhole Inverts and Benches
a. Invei�ts and benches requiring replacement shall conform to Section 33 39 10.
4. Grout to be used to fill the annular void space must be approved by the manufacturer and
typically consists of Portland cement, flyash, water, and suitabie admixtures.
a. Flow characteristics, maximum drying shrinkage, and minimum compressive strength
requirements for the grout shall be compatible with the design requirements for the
renewed conduit and shall be compatible with the field conditions under which the grout
will be installed.
5. Steel reinforcing — Steel reinforcing must be fabricated from zinc-galvanized coated
steel or AISI Type 316 stainless steel and must comply with:
a. ASTM A879 / A879M
b. ASTM A167
c. ASTM A176
d. ASTM A924 / A924M or A653 / A653M
D. Dimensions and Tolerances:
1. The liner pipe shall have the maximum outside diameter indicated on the approved
shop drawings.
2. The minimum thickness and initial stiffness factors of the PVC strips must comply
with ASTM F1697, ASTM F1698 and ASTM F1741.
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Struchiral Rehabilitation — W 10`" Street
01364
ADDENDUM NO. 4
390001 -7
SPIRAL WOUND PVC LINER PIPE
Page 7 of 10
2.3 ACCESSORIES [NOT USED)
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION
A. Clean and prepare existing storm drain per Section 39 00 00.
1. All materials placed per Section 39 00 00 are to achieve a uniform, consistent shape
prior to installing an in-situ structural rehabilitation method.
2. Materials applied per Section 39 00 00 will not be accepted as part of the in-situ
structural rehabilitation.
3. Engineer to approve work per Section 39 00 00 prior to installation of in-situ
structural rehabilitation.
4. Provide to Engineer storm drain dimensions of host pipe once cleaning and
preparation is complete.
3.4 INSTALLATION
A. Safety
l. Cariy out operation in accordance with all OSHA and manufacturer's safety
requirements including, but not limited to, safety requirements involving confined
space entry.
B. Site Organization
1. Locate insertion point or access pits such that their total number will be minimized.
2. Manhole inverts and bottoms may be removed to permit access for installation
equipment.
3. Locate equipment used to perform the work away from buildings so as not to create
a noise impact. Provide silencers or other devises to reduce machine noise as
needed to meet requirements.
C. Finished Pipe
1. Installation of machine spiral wound PVC liner pipe must comply with ASTM
F1741 and F1698. Install with a continuous, one part, PVC profile strip with
interlocking edges. Sealants and gaskets necessary for effective interlocking edges
of PVC proiile strip must be pre-applied at the time of manufacture. Lock edges
together as the strip is wound into host pipe. The installed liner pipe shall be
continuous over the entire length of each pipe segment and shall be free from visual
defects such as foreign inclusions, concentrated ridges, discoloration, pitting,
separation, and other deformities.
2. Ends of machine spiral wound PVC liner pipe must be flush with host pipe unless a
beveled finished product is specified.
D. Grouting Annular Space
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Do�vnto��m Structural Rehabilitation— W 10�' Street
01364
ADDENDUM NO. 4
390001-8
SPIItAL WOUND PVC LINER PIPE
Page 8 of 10
1. Fill entire annular space between machine spiral wound PVC liner pipe and host
pipe with grout. Before starting this work, submit a remedial plan if entire annular
space between machine spiral wound PVC liner pipe and host pipe cannot be filled
with grout. Do not start remedial work until the Engineer accepts the remedial
plan.
2. Before grouting, host pipe must be free from water and debris. Do not start
grouting activity until existing water flow has been temporarily diverted and
approved bulkheads installed. Start grout injection at upstream end of host pipe and
progress toward downstream end. Place grout injection tubes and breather tubes
with removable plugs around liner pipe and through bulkheads.
3. During grouting activities comply with these requirements:
a. Gauge pressure must not exceed 5 pounds per square inch or liner pipe
manufacturer's recommendation for liner pipes with a pipe stiffness of less than
29 pounds per square inch.
b. Gauge pumping pressure at point of injection must not exceed 7.25 pounds per
square inch for all other machine spiral wound PVC liner pipe.
c. Liner pipe must be able to withstand a static head of grout of 6 inches above the
highest crown elevation.
d. Maximum grout pressure for static grout head must not exceed maximum
allowable gauged pumping pressure for liner pipe.
4. Install a grout pressure gauge and recorder iimnediately adjacent to each injection
port to continuously record on paper with ink the actual grouting pressure (to an
accuracy +/- 0.5 psi) versus time. Attach gauge to saddle-type diaphragm seal to
prevent clogging with grout. All gauges must be certified, calibrated and comply
with ANSI B40, Grade 2A.
5. If you pressurize machine spiral wound PVC liner pipe, inteinal pressure must not
exceed liner pipe manufacturer•'s recommendation and grouting plan must show
maximum differential liner pipe pressures with written confirmation that you have
coordinated your grouting procedures with grout installer and liner pipe
manufacturer.
6. Grout must be placed in a continuous manner and injected in lifts not exceeding
height designated in the grouting plan, or less if needed to avoid floating, shifting or
deforming liner pipe. Monitor injection pressure including last lift at crown. If
liner pipe cannot withstand grouting pressures or static head, then maximum
pressure at point of grout injection must be reduced or staged grouting must be
employed.
E. Reinstatement of Lateral Connections
l. Connect lateral connections to the new liner by mechanical or fiision methods.
Once the saddle is secured, drill a hole in the pipe equal in size to the full inside
diameter of the saddle outlet.
2. Connect to the existing lateral connection pipe using flexible couplings. Backfill
service connections using cement stabilized sand (2 sacks per cubic yard) to a point
12 inches above the service lateral to trench intersection.
3. Provide survey elevations on both the existing and new portions of the service
connection pole to determine final grade and invert elevations. Elevation changes
between the existing and new portions may not exceed 0.10 feet.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Struchiral Rehabilitation— W]0`� Street
01364
ADDENDUM NO. 4
390001 -9
SPIItAL WOUND PVC LINER PIPE
Page 9 of 10
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL
A. Field Tests and Inspections
1. Test the Work in accordance with Section 33 Ol 30.
2. Conduct a Post-Construction Closed Circuit Television inspection in accordance
with Section 33 O1 31.
B. Non-Conforming Work may be rejected by the City, requiring the work to be re-
performed at the Contractoi's expense.
C. Field Quality Control
1. Monitor and record pressures tlu•oughout grouting process to verify compliance
with manufacturer's recommendation for each phase of the process. Submit
recorded pressures to the Engineer within 5 days after completing grouting process.
2. Deflection Test - After placement of grout, test machine spiral wound PVC liner
pipe deflection in the presence of the Engineer using these methods:
a. For liner pipes with nominal inside diameter 36 inches and less: Either pull a
mandrel through the liner pipe by hand, or use another method approved by the
Engineer. Before use, the mandrel must be accepted by the Engineer or by
another entity approved by the Engineer. Mandrel must be:
1) Rigid, nonadjustable, odd-numbered-leg (91egs minimum) mandrel having
an effective length not less than its nominal diameter
2) Fabricated of steel
3) Fitted with pulling rings at each end
4) Stamped or engraved on some segment other than a runner indicating liner
pipe size shown on the plans and mandrel outside diameter
5) Furnished in a suitable carrying case labeled with the same data as stamped
on the mandrel
b. For liner pipes shown on the Plans with inside diameter greater than 36 inches:
1) Determine deflection using a 1 inch diameter rigid, nonadjustable metal
bar; a minimum radius rigid template; or use another method approved by the
Engineer.
3. Acceptance Criteria - The Engineer accepts deflection for installed machine spiral
wound PVC liner pipe under these conditions:
a. Liner pipe must be continuous over the entire length of host pipe; fi•ee frorn
visual defects such as foreign inclusions, concentrated ridges, discoloration,
pitting, pin holes, cracking and other deformities
b. No evidence of over deflection: Evidence of over deflection occurs if mandrel
(or other deflection method) fails to pass through liner pipe
c. Liner pipe deflection must be lesser of 5 percent greater than actual liner pipe
dimensions at time of placement (including the pipe joint system) or 6-1/2
percent of nominal liner pipe dimension
d. If liner pipe deflection exceeds stated limits, up to a maximum of 8 percent of
nominal liner pipe dimension, the City deducts 20 percent of the total contract
unit price paid per linear foot for machine spiral wound PVC liner pipe installed
at that location
CITY OF FORT WORTH
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
ADD�NDUM NO. 4
West Downtown Structural Rehabilitation— W 10'" Street
01364
390002-2
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 2 of 7
1
2
3
4
5
6
7 1.3 REFERENCES
8
9
10
11 B. Definitions
A. Abbreviations and Acronyms
2. OSHA - Occupational Safety and Health Administration
8) Labor, equipment and materials
9) Reconnecting all laterals
10) Correcting Pipe Line Sags
11) Correcting Pipe Line Obstructions
12) All other incidental work in accordance with the requirements of the
specifications and/or the Plans.
CCTV — Closed Circuit Television
12 1. Structural geopolymer lining system is used for the rehabilitation of existing non-
13 pressure storm drain or conduit by forining a new pipe lining within an existing
14 deteriorated pipe. The geopolymer lining inay be centrifugally cast by machine or
15 hand sprayed onto the interior surface of the host pipe resulting in a structurally
16 sound liner that stops water infiltration and provides protection from chemical
17 attacic.
18 2. A Line Sag is defined as any pipeline segment mare than 3 feet in length which
19 ponds water in the absence of flow.
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C. Reference Standards
1
2.
Reference standards cited in this specification refer to the current reference standard
published at the time of the latest r•evision date logged at the end of this
specification, unless a date is specifically cited.
ASTM International (ASTM);
a. A185/A185M Standard Specification for Steel Welded Wire
Reinforcement, Plain, for Concrete
b. C39/C39M Standard Test Method for Compressive Strength of Cylindrical
Concrete Specimens
c. C109/C109M Standard Test Method for compressive Strength of Hydraulic
Cement Mortars
d. C469-02e1 Standard Test Method for Static Modulus of Elasticity and
Poisson's Ratio of Concrete in Compression
e. C496/C496-04e1 Standa►•d Test Method for Splitting Tensile Strength of
Cylindrical Concrete Specimens
f. C882 Standard Test Method for Bond Strength of Epoxy-Resin Systems used
with Concrete by Slant Shear
g. F2414 Standard Practice for Sealing Sewer Manholes Using Chemical
Grouting
39 1.4 ADMINISTRATIVE REQUIREMENTS
40 A. Coordination
41 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the Plans.
42 2. Provide advanced notice prior to commencing actual construction activities as
43 described in the Plans in order to allow the City to provide appropriate advanced
44 notice to affected residents and businesses.
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013
ADD�NDUM NO. 4
390002-3
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 3 of 7
1 1.5 SUBMITTALS
' 2 A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures.
3 B. All submittals shall be approved by the Engineer prior to delivery.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
5
6
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A. Product Data — Include manufacturer's technical data showing complete information on
material composition and physical properties.
B. Shop Drawings
1. Provide calculations to support structural geopolymer lining system. List the
following criteria used for the calculations:
a. Assumed host pipe condition
b. Ground water table elevation
c. Depth of cover at deepest location
d. Modulus of soil stiffness
e. Long term modulus of elasticity
f. Live loading
g. Factor of safety against buckling
h. Assumed pipe ovality
2. Provide e�ibit that show typical section and any anticipated deviations. Include
the following in the typical section with dimensions for each:
a. Host pipe
b. Grouted annular space
c. New liner pipe
C. Certificates — Provide a certificate of compliance that includes:
1. Manufacturer
2. Plant
3. Date of manufacture
4. Unit mass
D. Mix Design — Submit mix design for structural geopolymer lining including certified
test data verifying that mix design complies with density and compressive strength
requirements.
E. Certified Test Data — Provide certification by independent testing laboratoiy verifying
the following 28-day minimum physical properties:
1. Compressive strength, 8,000 psi
2. Flexural strength, 800 psi
3. Bond strength, 1,400 psi
4. Dry density, 127.7 pcf.
5. Wet density, 139.3 pcf.
F. Mamifacturers' Instructions — Include manufacturer's recommendation for application,
handling and storage of materials.
G. Special Procedure Submittals
1. Provide a bypass pumping plan in accordance with Section 33 03 10.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Do�vntown Structural Rehabilitation — W 10�' Street
01364
ADD�NDUM NO. 4
390002-4
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 4 of 7
1 2. Provide a phasing plan with the sequence of construction prior to the start of
2 construction.
3 3. Provide the location and number of insertion or access pits in writing prior to
4 excavation for approval by the City.
5 4. Provide a written plan for reinstatement of lateral connections.
6 H. Qualifcation Statements — Provide certification of workmen training for installing
7 geopolymer lining system.
8 1.7 CLOSEOUT SUBMITTALS
9
10
11
12
13
14
15 1.8
A. Record Documentation
1. Provide Record Drawings ("As Builts" certified by Contractor)
2. Provide Closed Circuit Television inspection reports in accordance with Section 33
O1 31.
3. Provide final measurements and dimensions including wall thickness for the new
liner pipe.
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 1.9 QUALITY ASSURANCE
17 A. Qualifications
18 1. Personnel directly involved with installing the structu►•al geopoly�ner lining shall
19 receive training in the proper• methods for handling and installing the geopolymer
20 lining. Training shall be performed by a qualified representative as determined by
21 the geopolymer lining manufacturer.
22 B. Certifications
23 1. The Contractor must provide certification that the geopolymer lining to be used is
24 the exact system for wl�ich all submittals and certifications were made.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26 A. Storage and Handling Requirements
27 1. Transport, handle, and store geopolymer lining material as recommended by
28 manufacturer. The stored material shall be kept dry and free from moisture. Do not
29 use materials that have beeu exposed to moisture or if there is visible damage to the
30 packaging.
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
33 PART 2 - PRODUCTS
34 2.1 OWNER-FiJRNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
35
36
37
A. Manufacturers and Contractors
1. Only prequalified manufacturers and contractors will be considered.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
West Downtown Structural Rehabilitation — W 10�' Street
01364
ADDENDUM NO. 4
390002-s
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 5 of 7
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B. Performance / Design Criteria
l. Liner
a. Design liner for a 50-year service life under continuous loading conditions.
b. Assume no bonding to the host pipe wall.
2. The hydraulic cross-section of the structural geopolymer lining system shall be
maintained as large as possible. The structural geopolymer lining system shall have
as a minimum the same full flow capacity of the host pipe.
C. Materials
1. Geopolymer Lining
a. The lining material shall be a micro-fiber reinforced ultra-dense geopolymer.
The material shall provide a high strength fiber reinforced mortar designed for
ease of inechanical pumping, spraying and centrifugal casting.
b. The geopolymer lining shall produce a lining with improved compressive and
flexural strength, high adhesion to damp surfaces, lower permeability and
increased resistance to aggressive chemical attack.
2. 5 x 5— W 11 x W 11 Steel Welded Wire Reinforcement conforming to ASTM A 185
or approved equal
3. Pipe Saddles- Pipe saddles shall be in accordance with Section 33 31 15.
4. Manhole Inverts and Benches — Inverts and benches requiring replacement shall
conform to Section 33 39 10.
D. Dimensions and Tolerances:
1. The minimum installed geopolymer liner wall thickness shall be five inches.
Design calculations shall be provided to substantiate a 50-year design life. These
calculations will be performed by a registered professional engineer and will be
included in the Pians.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION
32
33
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35
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39
40
A. Clean and prepare existing storm drain per Section 39 00 00.
1. All materials placed per Section 39 00 00 are to achieve a uniform, consistent shape
prior to installing an in-situ structural rehabilitation method.
2. Materials applied per Section 39 00 00 will not be accepted as part of the in-situ
structural rehabilitation.
3. Engineer to approve work per Section 39 00 00 prior to installation of in-situ
structural rehabilitation.
4. Provide to Engineer storm drain dimensions of host pipe once cleaning and
preparation is complete.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Structural Rehabilitation— W 10`� Street
01364
ADDENDUM NO. 4
390002-6
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 6 of 7
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B. Bypassing Pumping
1. Bypass pump in accordance with Section 33 03 10.
C. Pipeline Obstructions — If identified in the CCTV inspection, remove pipeline
obstructions with the approval of the Engineer.
D. Pipeline Sags
1. If identified in the CCTV inspection, remove pipeline sags and correct grade
problems.
2. Take the necessary measures to correct the sag, which may include:
a. Pipe replacement;
b. Digging a sag elimination pit and bringing the bottom of the pipe trench to a
uniform grade in line with the existing pipe invert; or by
c. Other measures approved by the Engineer and the City.
E. Repair inverts and fill any voids with a suitable mortar prior to application of the
geopolymer lining
15 3.4 INSTALLATION
16 A. Safety
17 1. The Contractor shall carry out operation in accordance with all OSHA standards
18 and manufacturei•'s safety requirements including, but not limited to, safety
19 requirements involving entry into a confined space.
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B. Site Organization
1. Locate insertion point or access pits such that their total number will be minimized.
2. Manhole inverts and bottoms may be removed to permit access for installation
equipment.
3. Locate equipment used to perform the work away from buildings so as not to create
a noise impact. Provide silencers or other devises to reduce machine noise as
needed to meet requirements.
C. Application of Geopolymer Lining
l. The geopolymer lining shall be applied as per the manufacturer's instructions and
specifications and shall be continuous over the entire length of each pipe segtnent.
The lining shall be fi•ee of visual defects such as foreign inclusions and dry spots.
2. Lining section shall maintain a minimum thickness of 5 inches. Thickness shall not
include mortar section applied per Section 39 00 00.
3. Lining shall contain 5 x 5— W 11 x W 11 Steel Welded Wire Reinforcement
conforming to ASTM A 185 or approved equal placed at 50% of the thickness of
the lining. Approved equals shall conform to ASTM C76 requirements for Class III
Reinforced Concrete Pipe,
4. Any defects which will affect the integrity or strength of the finished lining shall be
repaired at the Contractor's expense.
5. Termination of the geopolymer lining at the end of a pipe or manhole shall be
completed by hand applying the geopolymer lining to the outer surface of the pipe
or the interior of the manhole.
D. Reinstatement of Lateral Connections
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Structural Rehabilitation — W 10'� Street
01364
ADD�NDUM NO. 4
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390002-7
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 7 of 7
1. After the final geopolymer lining pass, have the lateral connections reinstated
within 18 hours.
2. Restored openings shall be neatly and smoothly open and without rough edges.
Care must be exercised not to damage the geopolymer lining while reinstating the
lateral connection.
3. If additional work is required to restore the lateral connection outside of the pipe,
follow the requirements of Section 33 31 50.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALITY CONTROL
A. Field Tests and Inspections
1. Test the Work in accordance with Section 33 O1 30.
2. Conduct a Post-Construction CCTV inspection in accordance with
Section 33 01 31.
B. Non-Conforming Wark may be rejected by the City, requiring the work to be re-
performed at the Contractor's expense.
C. Field Quality Control
1. All work will be performed as per the specifications including ASTM, OSHA and
other applicable standards.
2. All equipment and supplies shall be obtained and maintained in order to produce
results of the highest quality while meeting ASTM, OSHA and other applicable
standards.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED)
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUIvIMARY OF CHANGE
Revised to include cleaning and preparation per Section 39 00 00.
2/27/13 Krogness
Specifies minimum thickness of 5 inches.
CITY OF FORT WORTH West Downtown Structural Rehabilitation— W]0�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013
ADD�NDUM NO. 4
39 00 03 - I
NON-CIFtCULAR CURED-IN-PLACE PIPE (CIPP)
Page 1 of 8
1
2
SECTION 39 00 03
NON-CIRCULAR CURED-iN-PLACE PIPE (CIPP)
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Rehabilitation of Existing Storm Drain non-circular pipe by installation of Cured-
7 in-Place Pipe (CIPP).
8 B. Deviations from this City of Fort Worth Standard Specification
9 l. None.
10
11
12
13
14
15
C. Related Specification Sections include, but are not necessarily limited to:
l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 33 O1 31 — Closed Circuit Television (CCTV) Inspection
4. Section 39 00 00 — Cleaning and Preparation of Storm Drains for In-Situ Structural
Rehabilitation
16 1.2 PRICE AND PAYMENT PROCEDURES
1'7
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A. Measurement and Payment
1. Cured in Place Pipe (CIPP) installation
a. Measurement
1) Measure by the linear foot horizontally along the surface of the host pipe
from center line to center line of the manhole, pipe or appui�tenance.
b. Payment
1) The woi•k performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per linear foot for "Cured-in-Place Pipe" installed for:
a) Various sizes
c. The price bid shall include:
1) Cleaning and preparation of storm drains for in-situ rehabilitation per
Section 39 00 00
2) Furnishing and installing CIPP as specified by the plans and approved shop
drawings.
3) Bypass pumping
4) Hauling
5) Disposal of excess material
6) Ground water control
7) Clean-up
8) Labor, equipment and materials
9) Reconnecting all laterals
10) Correcting Pipe Line Sags
11) Correcting Pipe Line Obstructions
12) Testing
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West DoHrotown Structural Rehabilitation— W 10"' Street
O1364
ADDENDUM NO. 4
390003-1
NON-CIRCULAR CURED-IN-PLACE PIPE (CIPP)
Page 2 oF 8
1
2
13) All other incidental work in accordance with the requirements of the
specifications and/or the Plans.
3 1.3 REFERENCES
4 A. Abbreviations and Acronyms
5
6
7
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33
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35
Reference standards cited in this Specification i•efer to the current reference
standard published at the time of the latest revision date logged at the end of this
Speci�cation, unless a date is specifically cited.
ASTM International (ASTM):
a. D5813, Standard Specification for Cured-In-Place Thermosetting Resin Sewer
Piping Systems.
b. F 1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits
by the Inversion and Curing of a Resin-Impregnated Tube.
c. D790, Test Methods for Flexural Properties of Un-reinforced and Reinforced
Plastics and Electrical Insulating Materials.
d. D2990, Tensile, Compressive and Flexural Creep and Creep-Rupture of
Plastics.
3. International Organization for Standardization (ISO):
a. 9000, Quality Management System - Fundamentals and Vocabulary.
36 1.4 ADMINISTRATIVE REQUIREMENTS
37
38
39
40
41
42
1. Coordinate with City, Engineer, franchise utilities, etc. as described in the
Drawings.
2. Provide advanced notice prior to commencing actual pipe installation activities as
described in the Drawings in order to allow the City to provide appropriate
advanced notice to affected residents and businesses.
CiTY OF FORT WORTH
STANDARD CONSTftUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
1. AASHTO -American Association of State Highway and Transportation Officials
2. OSHA - Occupational Safety and Health Administration
B. Definitions
1. CIPP is used for the rehabilitation of existing non-pr•essure storm drain or conduit
by forming a new pipe lining within an existing deteriorated pipe by the installation
of a resin-impregnated flexible tube that is inverted into the original
pipeline/conduit and expanded to fit tightly against the pipeline by the use of water
or steam (air pressure). The resin is cured by elevating temperatures of the fluid
(water/air) used for the inflation to a sufficient enough level for the initiators in the
resin to effect a reaction. The finished pipe will be such that when the
thermosetting resin cures, the total wall thickness shall be a homogeneous ad
monolithic felt and resin composite matrix, chemically resistant to withstand
internal exposure to stormwater.
2. A Line Sag is defined as any pipe line segment more than 3 feet in length which
ponds water in the abseuce of flow.
C, Reference Standards
1
2.
A. Coordination
West Downtown Structural Rehabilitation— W 10"' Street
01364
ADD�NDUM NO. 4
39 00 03 - I
NON-CIRCULAR CURED-IN-PLACE PIPE (CIPP)
Page 3 of 8
1 3. Review the location and number of insertion points with the City Inspector prior to
2 installation.
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section O1 33 00.
5 B. All submittals shall be approved by the Engineer prior to delivery.
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7
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42
A. Product Data
1. Liner (tube)
a. Tabular summary by pipe segment noting required CIPP thickness per section
b. Manufacturer's technical data showing complete information on liner
composition and physical properties.
2. Resin
a. Manufacturer's technical data showing physical and chemical properties
b. Test results of chemical resistance testing performed by resin manufacturer
B. Shop Drawings
1. Provide calculations to support CIPP design thickness after curing. List the
following criteria used for the calculations:
a. Assumed host pipe condition
b. Ground water table elevation
c. Depth of cover at deepest location
d. Modulus of soil stiffness
e. Long term modulus of elasticity
f. Live loading
g. Factor of safety
h. Assumed pipe ovality
2. Provide exhibit that show typical section and any anticipated deviations. Include
the following in the typical section with dimensions for each:
a. Host pipe
b. Grouted annular space
c. New liner pipe
C. Certificates
1. Furnish an afiidavit certifying that all CIPP meets the provisions of this Section and
meets the requirements of above referenced ASTM standards.
D. Source Quality Control Submittals
1. Manufacturer to provide third party test results supporting the long term
performance and structural strength of the pipe being manufactured
E. Special Procedure Submittals
1. Provide a bypass pumping plan in accordance with Section 33 03 10.
2. Provide a phasing plan with the sequence of construction prior to the start of
construction.
3. Provide the location and number of insertion or access pits in writing prior to
excavation for approval by the City.
CTl'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West DowntoHm Structural Rehabilitation — W 10�' Street
01364
ADDENDUM NO. 4
390003-1
NON-CIIZCULAR CURED-IN-PLACE PIPE (CIPP)
Page 4 of 8
1
2
3
4
4. Provide a written plan for reinstatement of lateral connections.
F. Qualification Statements — Provide certification of workmen training for installing
CIPP.
1.
5 1.7 CLOSEOUT SUBMITTALS
6
7
8
9
10
11
12 1.8
A. Record Documentation
1. Provide Record Drawings ("As Builts" certified by Contractor)
2. Provide Closed Circuit Television inspection repoi�ts in accordance with Section 33
O1 31.
3. Provide final measurements and dimensions including wall thickness for the new
liner pipe.
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSURANCE
14
15
16
17
18
19
20
21
A. Qualifications
1. Manufacturing and Installation
a. Liner shall be the product of one manufacturer.
b. Liner manufacturing operations shall be performed at one location.
c. The pipe installer shall:
]) Have successfully installed a minimum of 1,000,000 linear feet of CIPP in
the United States
2. All CIPP furnished and installed shall be in conformance with ASTM F1216 .
22 B. Certifications
23 l. Manufacturing and Installation
24 a. Pipe manufacturing and installation shall operate under a quality management
25 system certified to ISO 9000 by third party. Provide proof of certification upon
26 request.
27 b. If Installer is different company than the Manufachuer, the installer must
28 provide certification that he/she is licensed and fully trained as an installer of
29 the product upon request.
30 1.10 DELIVERY, STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Follow manufacturer's recommendation on all storage and handling requirements.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Structurai Rehabilitation— W 10'� Street
01364
ADDENDUM NO. 4
39 00 03 - 1
NON-CI32CULAR CURED-IN-PLACE PIPE (CIPP)
Page 5 of 8
1
2
l.11 FIELD [SITEJ CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
3 PART2- PRODUCTS
4 2.1 OWNER-FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS
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A. Manufacturers and Contractors
1. Only prequalified manufacturers and contractars will be considered.
B. Performance / Design Criteria
1. Liner (tube)
a. Design liner for a 50-year service life under continuous loading conditions.
b. Assume no bonding to the host pipe wall.
c. Design liner based on a fully deteriorated host pipe condition as defined in
ASTM F1216.
d. Calculate wall thickness per ASTM F1216 Appendix X1.
1) Assume the following values for the design:
a) Safety Factor (I� = 2.0
b) Ovality (C) = 2 to 6 percent
c) Enhancement Factor (K) = 7.0
d) Groundwater Depth (HW) = Soil Depth (H) per Drawings, feet (Surface)
e) Soil Depth (H) = per Drawings, feet
fl Soil Modulus (E') = 1,000, psi
g) Soil Density (w) =130 pounds per cubic foot
h) Live Load = AASHTO HS 20
2) Liner products below the stated minimum wall thickness will not be
allowed under any circumstances.
2. The hydraulic cross-section of the CIPP shall be maintained as large as possible.
The CIPP shall have as a minimum the same full flow capacity of the host pipe.
C. Materials
L Liner (tube)
a. The liner consists of absorbent non-woven fabric and meets the requirements of
ASTM F1216, Section 5.1, or ASTM D5813, Section 5 and 6.
b. Liner shall be constructed to withstand installation pressures, have sufficient
strength to bridge missing pipe and stretch to fit irregular pipe sections.
c. The wet out liner shall have a relatively uniform thickness that when
compressed at installation pressures will equal or exceed the calculated
minimum design CIPP wall thickness.
d. Manufacture liner to a size that, when installed, will tightly fit the internal
perimeter and length of the host pipe. Allowance should be made for
circumferential stretching during installation. Include sufficient amount of
material for sealing at manholes and laterals and provide a product sample, if
required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Februap� 28, 2013
West Downto�m Structural Rehabilitation— W 10'" Street
01364
ADD�NDUM NO. 4
39 00 03 - I
NON-CIRCULAR CURED-IN-PLACE PIPE (CII'P)
Page 6 of 8
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e. The wall color of the interior pipe surface of CIPP after installation shall be a
light reflective color so that a clear, detailed examination with CCTV
inspection equipment, per Section 33 O1 31, can be made.
2. Resin
a. The resin system will be manufactured by an approved company selected by the
CIPP inanufacturer. Provide documentation of approval, if requested.
b. The resin system shall be a corrosion resistant polyester or vinyl ester system
including all required catalysts and initiators that create a composite that
satisfies the requirements of ASTM F1216 and ASTM D5813.
c. The resin used shall produce a CIPP system which will be resistant to abrasion
caused by solid, grit or sand. The systein shall meet the chemical resistance
requirements of ASTM F 1216, Appendix X2.
D. Dimensions and Tolerances:
1. The liner pipe shall have the maximum outside diameter indicated on the approved
shop drawing.
16 2.3 ACCESSORIES [NOT USED]
17 2.4 SOURCE QUALITY CONTROL [NOT USED]
18 PART 3 - EXECUTION
19 3.1 INSTALLERS [NOT USED]
20 3.2 �XAMINATION [NOT USED]
21 3.3 PREPARATION
22 A. Clean and prepare existing storin drain per Section 39 00 00.
23 1. All materials placed per Section 39 00 00 are to achieve a uniform, consistent shape
24 prior to installing an in-situ structural rehabilitation method.
25 2. Materials applied per Section 39 00 00 will not be accepted as part of the in-situ
26 structut•al rehabilitation.
27
28
29
30
31
32
33
34
35
36
37
38
39
3. Engineer to approve work per Section 39 00 00 prior to installation of in-situ
structural rehabilitation.
4. Provide to engineer storm drain dimensions of host pipe once cleaning and
preparation is complete.
B. Liner (tube) Preparation
1. Resin Impregnation
a. Impregnate the liner in a saturation facility where the environment can be
consistently controlled.
b. Use sufiicient quantity of resin to fill the volume of air voids in the tube with
additional allowances for polymerization shrinkage and the potential loss of
resin during installation through cracks and irregularities in the host pipe wall.
a Vacuum impregnate the resin utilizing a motorized pinch roller to set proper
thickness.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Downtown Structural Rehabilitation — W 10�' Street
01364
ADD�NDUM NO. 4
39 00 03 - 1
NON-CIRCULAR CURED-IN-PLACE PIPE (CIPP)
Page 7 of 8
1 2. If transported to the site, refrigerate as necessary to maintain stable environment for
2 the impregnated liner.
3 3.4 INSTALLATION
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
A. Safety
1. Carry out operation in accordance with ali OSHA and manufactui•er's safety
requirements including, but not limited to, safety requirements involving confned
space entry.
B. Site Organization
1. Locate insertion point or access pits such that their totai number will be minimized.
2. Manhole inverts and bottoms may be removed to permit access for installation
equipment.
3. Locate equipment used to perform the work away from buildings so as not to create
a noise impact. Provide silencers or other devises to reduce machine noise as
needed to meet requirements.
C. Liner installation
1. The impregnated liner can be placed in the host pipe by either direct inversion or
the pull in place method.
2. Follow ASTM F1216 Specifcation for direct inversion installation.
3. The finished CIPP should be continuotts over the entire length of the run and be
smooth and free from substantial wrinkles, as well as defects and improper service
connections.
22 D. Curing
23 1. Curing of the CIPP shall be accomplished by utilizing hot water under hydrostatic
24 pressure or steam pressure, depending on the liner type and resin. Each method
25 must follow the recommendation of the manufacturer.
26 2. Place a sufficient amount of temperature and/or monitaring gauges within the
27 system to insure curing of the liner is consistent and uniform. A minimum of 2
28 gauges is required, 1 at each end of the liner.
29 3. A cool-down process shall be conducted that complies with the resin
30 manufacturer•'s specification.
31 4. Upon completion of the curing process, provide the City with the monitoring data.
32 E. Reinstatement of Lateral Connections
33 1. After the liner pipe is cured in place have the lateral connections reinstated within
34 18 hours.
35 2. Reinstate the service connections, without excavation, by cutting the liner from the
36 inside of the pipe. For smail diameter pipe a remote operated cutting device,
37 monitored by CCTV equipment, may be used. For larger pipe the liner may be cut
38 by hand.
39 3. An internal cut is considered acceptable if the bottom 1/3 of the opening matches
40 the existing lateral invei�t, there are no jagged edges and a minimum of 95 percent
41 of the lateral opening is restored.
42 4. Blind holes, over cutting and holes that miss the lateral connection must be repaired
43 to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 28, 2013
West Do�nrtoNm Structural Rehabilitation — W 10`" Street
01364
ADDENDUM NO. 4
1
2
3
4
�
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
390003-1
NON-CIItCULAR CURED-IN-PLACE PIPE (CIPP)
Page 8 of 8
5. If additional work is required to restore the lateral connection outside of the pipe,
follow the requirements of Section 33 31 50.
3.5 REPAIR/ RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL
A. Field Tests and Inspections
1. Closed Circuit Television (CCTV) Inspection
a. Perform a Pre-CCTV and a Post-CCTV Inspection in accordance with Section
33 O1 31.
2. The inspection must be completed and the quality of installation must be acceptable
to the City prior to restoring services.
3. If the CIPP is deemed unacceptable by the City, provide a method of repair or
replacement for review and approval by the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT US�D]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'h Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised February 28, 2013
ADD�NDUM NO. 4
390004-1
STRUCTURAL GEOPOLYMER LINING SYSTEM
Page 1 of 1
1
2
3
4
5
6
7
8
9
10
11
12
13
SECTION 39 00 04
STORM WATER FIELD ORDER ALLOWANCE
1.1 FIELD ORDER ALLOWANCE
A. The Field Order Allowance shall consist of miscellaneous adjustments and other non-
subsidiary items requested for construction by the City of Fort Worth and at the direction
of the Project Engineer. The payment to the Contractor for miscellaneous construction
work shall be the actual cost of the work plus 10 percent (10%) to covex the cost of bond
and overhead incurred by the Contractor in handling the miscellaneous construction.
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH West Do�vntown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364Revised [Insert Revision Date]
I:� ii�►11] ►�
GC-4.01 Availability of Lands - None
GC-4.02 Subsurface and Physical Conditions
Geotechnical Engineering Services
Storm Drain Rehabilitation
10`h Street and Lipscomb Street
Fort Worth, Texas
Television Inspection of West lOth Street Storm Sewer Dated October 2012 by Engineering
Solutions and Technology, Inc.
GC-4.04 Underground Facitities - None
GC-4.06 Hazardous Environmental Condition at Site - None
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
MBE Good Faith Effort Form
MBE Joint Venture Eligibility Form
Prime Contractor Waiver Form
Minority Business Enterprise Specifications
MBE Subcontractors/Suppliers Utilization Form
SBE Good Faith Effort Form
SBE Joint Venture Eligibility Form
SBE Prime Contractor Waiver Form
Small Business Enterprise Specifications
SBE Subcontractors/Suppliers Utilization Form
GC-6.0� Wage Rates
Mayor and Council Communication
Prevailing Wage Rates 2008 �
GC-6.09 Permits and Utitities — None
GC-6.24 Nondiscrimination — None
GR-0160 00 Product Requirements - None
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'� Street
STANDARD CONSTRUCTION SPECIFTCATION DOCUMENTS 01364
Revised July 1, 2011
GC-4.01 Availability of Lands
None
CITY OF FORT WORTH West Downtown Structuraf Rehabilitation — W 10�' Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
Geotechnical Engineeri.ng Services
Storm Drain Rehabilitation
10th Street and Lipscomb Street
Fort Worth, Texas
Febru.ary 2010
Report No. 829-09-OS
Television Inspection
Of
West Tenth Street Storm Sewer
October 2012
CITY OF FORT WORTH West Downtown Shuctural Rehabilitation— W 10'� Street
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS 01364
Revised July I, 2011
GE07ECHNICAL EhEGINEERING SERVICES
SiORM DRA(N REHABILITAiION
10T"�STREET AND LIPSCOMB STRE�T
FORT WORTH, TEXAS
Presented To:
Brown �& Gay Engineers, Inc.
February 2010
PROJECT NO. 829-09-05
„`�,y� 7636 Pe66le Drive
� .:�� ENGTNEERING, INC. ��wo�,r��6xxs
www.cmjettgr.com
February 1, 2010
Report No. 829-09-05
Brown & Gay Engineers, Inc,
1 D8 West 8th Street, Suite 200
Fort Worth, TX 76102
Attn: Mr. Car1 J,. Krogness, P,E,
GEO7ECHNICAL ENGINEERtNG SERViCES
STORM DRAIN REHABILlTATION
'10r” STREE7 AND LIPSCOMB STREE7
FORT WORTH, TEXAS �
Dear Mr. Krogness:
Submitted here are fhe results of a geotechnical engineering study for the referenced project. This
study was pertormed in general accordance with CMJ Proposai 09-2874 dated June 22, 2009.
The geotechnicai services were authorized via Subconsultant Agreement and Authorization to
Proceed signed by Mr. James E,.Brown, Jr.., P,E, and dated November 16, 2009.
Engineering analyses and recommendations are contained in the text section of the report.,
Resuits of our i�ield and laboratory services are included in the appendix of the report., We would
appreciate the opportunify to be considered far providing fhe materials engineering and
geotechnical observ�tian services during the construction phase of this project.
We appreciate the opportunity to be of service to Srown & Gay �ngineers, (nc„ Please contact us
if you have any questions or if we may be of further service at this time,.
RespectFully submitted, ���a�dy
CMJ ENGINEERING, INC. ,o ��K� pF T�-4'` � 1
T'EXAS F1RM TZEG(SIR.4TIONNp F=9177 a� ���•• ,• �:r +�
� � , �,' � •�:�'�P
r.,... ....... . .. . ....:.:�.. /
T���'"� � JAM . „ 5APPINGTaM, N �
-� ......................... o � �
I t��.p•.. 97402 ����C,�o
James P, Sappington IV, P..�.. �;°�F s!��NSE ��,�? i
Projec Engineer ����oN.4��E -�j�
Texas No, 97402
copies submitted: (1) Mr. Carl J Krogness, P E; Brown & Gay Engineers, Inc (e-mail)
(3) Mr, Carl J Krogness, P E..; Brown & Gay Engineers, Inc. (mail)
Phone (817) 284-9400 Fau {81'� 589-9993 Metro (81'7) 589-9992
TABLE OF CONTENTS
Paqe .
1.0 INiRODUCTION----_--__------------------------------------------------------___.—_ —1 :
2.0 FIELD DCPLORAl'ION AND tABORA70RY TES'I'WG ---- ----------- --2 :
3.0 SUBSURFACE CONDIiIONS--- ------- ---------------3
4.0 FOUNDATION RECOMMENDATIONS -------�----W-�--__.��__.._.____�____.._._.___._..._____._.5 �
5.0 EAFtTHWORK---� --- ___ _.._.___.._____.___________-------------------------------------------------------9 �
6.0 CONSTRUCTION OBSERVATIONS ________________________________________________________�_�___ 11 �
7,0 REPORT CLOSURE-----------------__.—_----__----------------------------------------------12 ;
APPENDIX A
Plate
Plan of Borings -- -A 1a, — A.1 B
Unified Soil Classification System-- -----------�---- .�_____ W_ �_ q 2
Key to Classification and Symbols-------------------------�--------___�_____ A,3
L.ogs of Borings— ------- --------------- A4—A8
1.0 INTRODUC'fION
1.9 General
7he project, as currently planned, consists of refurbishing a totai of approximately 2,500 linear feet �
of storm drain along 10'h Street from Lexington to Lamar, and Lipscomb Street from Pennsyivania `
to Broadway in Fort Worth, Texas. Reinforced concrete pipe ranging from 42 to 54 inches in }
diameier is planned along 10'�' Street, A 7-foot by 7-foot concrete box is planned beneath '
Lipscomb Street. Anticipated pipe/box depths are on the order of 10 io 15 feet or less. Piates A.1A ;
E
and A. � B, Plan of Borings, depicts the project vicinity and locations of the exploration borings.
1.2 Purpase and Scope
The purpose of this g�otechnical engineering study has been to determine subsurFace conditions,
evaluate the engineering characteristics of the subsurface materials encountered, develop
recommendations for the type or types of foundations, and provide earthwork recommendations.
To accomplish its intended purposes, the study has been conducted in the fol(owing phases: (1)
drilling sample borings to determine the general subsurface conditions and to obtain samples for
testing; (2) per�orming laboratory tests on appropriate samples to determine pertinent engineering
properties of the subsurface materials; and (3) perForming engineering analyses, using the field
and laboratory data, to develop geotechnical recommendations for the proposed construction.
The design is currently in progress and the locations and/or elevations of structures could change. !
i
Once the final design is near completion (80- to 90-percent stage}, it is recommended tha# CMJ
�
Engineering, lnc. be retained to review those portions of the construction documents perfaining to
the geotechnical recommendations, as a means to determine that our recommendations have
been interpreted as intended. •
i
1.3 Report Format ;
The text of the report is contained in Sections 1 through 7.. All plates and large tables are
contained in Appendix A.. The alpha-numeric plate and table numbers identify the appendix in
which ihey appear, Small tables of less than one page in length may appear in the body of the te�ct
and are numbered according to the section in which they occur_
Report No., $29•09�05
CMr �tJGINEERING, INC
1
Units used in the report are based on the Engiish system and may include tons per square foot
' (tsfl, kips {1 kip = 1,000 pounds), kips par square foot (ksfl, pounds per square foot (pst�, pounds •
per cubic foot (pcfl, and pounds per square inch (psi).
2.0 F1EL.D EXPLORATION AND �ABORATORY.TESTING
2.1 Field F�cploratian
Subsurface materials at the project site were explored by five (5) borings.. Borings B-1 through B-3 ;
r
' were drifled to a depth of 20 feet and Borings B-4 and B-5 were drilled to a depth of �5 feet. The i
borings were drilied using truck mounted drill equipment af the appro�mate locations showrt orc the j
Plan of Borings, Plates A.1A and A.1B, The boring logs are included on Plates A.4 through A.6, �
i
and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. ;
i
;
Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled '
(Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler !
i
consists af a thin-walled steei tube with a sharp cutting edge connected to a head equipped with a � �
ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown i
of the drilfing rig. The soil specimens were extruded from the tube in the field, logged, tested far s
consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture, ;
E
. �
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test a 0,25-inch diameter piston is pushed into the relatively undisturbed
sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at
respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the
value is tabulated as 4..5+_ .
To evaluate the relative density and consistency of the harder formations, a modified version of the
Texas Cone Penatration tzst was pertormed at selected locations. Texas D�pa�tm�nt of ;
Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a '
170-pound hammer freely fa�ling 24 inchas, This results in 340 foot-pounds of energy for each :
blow. This rnethod was modified by utilizing a 140-pound hammer freely failing 30 inches. This
resu(ts in 350 foot-pounds of energy for each hammer blow ln relatively soft materials, the �
penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is
fabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or
Report No. 829-09•05
CMJ ENGMEERING: INC
2
t
I
rock�like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for �
the first and second 50 blows, a totaf of 100 blows. The penetration for the total 100 blows is
recorded at the respective testing depths on the boring logs. •
Ground-water observations during and after completion of the borings are shown on the upper right �
of the boring log.. Upon completion of the borings, the bore holes were backfilled with soil cuftings j
and plug9ed at the surFace by hand tamping, ;
2.2 Laboratory Testing
�aboratory soil tests were perforrned on selected representative samples recovered from the
borings, In addition to the classification tests {liquid limits and plastic limits), moisture content,
unconfined compressive strength, and unit weight tests were perFormed, Results of the laboratory
classification tests, moisture content, unconfined compressive strength, and unit weight conduc#ed
for this project are included on the boring logs.
The above laboratory tests were perFormed in general accordance with applicable ASTM
procedures or generally accepfed practice.
3.0 SUBSURFACE CONDITIONS
3.1 Soil Conditions
Specific types and depths of subsurface strata encountered at the boring locations are shown on
the boring logs in Appendix A, The generalized subsurFace stratigraphy encountered in the borings
are discussed below. Note that depths on the borings refer to the depth from the existing grade or
ground surfiace present at the time of the investigation, and the boundaries between the various
soit types are approximate.,
Pavement is at all boring locations., Asphalt with thicknesses of 2'/ to 4 inches thick is present at `
the surface in all borings. The asphalt is underlain by 6 inches of concrete in Borings B-1 through `
B-3 and 6 inches of gravel and sand base in Borings B-4 and B-5. No fifl materials were noted in �
the borings. Near-su�face soils consist of dark brown, brown, light brown, reddish brown, and gray .
shaly silty clays, silfy shaly clays, silty clays, and clays often containing calcareous nodules and
limestone fragments.
Report No. 829-D9•05
CMJ ENGINEERWG, INC.
3
The soils encountered are stiff to har8 in consistency (soil basis), with pocket penetrometer values �
of 2,5 to over 4,5 tsf, The various clays encountered in the borings had tested Liquid Limits {LL) �
ranging from 40 #0 55 wifh Plasticity Indices {Pl) ranging from 24 to 36 and are classified as CL and �
CH by the USCS., Tested unif weight and unconfined compressive strength values range from 97 �
to 1� 9 pcf and 1,620 to 6,520 psf, respectively, Selected unconfined compressive strength test :
samples refiect appreciable limestone fragrnents, indicating in-situ strengths are higher than the �
�
tested value,
Tan lirnestone is present at depths of 2 to 10 feet in ail borings, The tan limestone contains clay
seams and layers in select reaches and is moderately hard to extremely hard (sedimentary rock �
basis} with Texas Cone Penetrometer values of 0 to 43/ inches per 100 blows, The tan limestone •
cantinues through boring termination at 20 and 15 feet in Borings B-3 and B-5, respectively„ Light
brown and gray silty shaly clay is present beneath the tan limestone in Boring B-2 at a depth of 7 `
t
feet. � .
G�ay limestone is next present in Borings B-1, B-2, and B-4 at depths of 11'/ to 18 feet, The gray
limestone contains shale seams in Borings B-1 and B-2 and is moderafely hard to extremely hard
{sedimentary rock basis} with Texas Cone Penetrometer values of 0 to 3%2 inches per 100 blows.
3.2 Ground-Water Observations
'1'he borings were driiled using continuous flight augers in order to observe ground-water seepage ;
during drilling.. Ground-water seepage was not encountered during drilling in Borings B-1 through
B-5 and these borings were dry at completion� '
Fluctuations of the ground-water level can occur due to seasonal variations in the amount of .
rainfall; sfte topography and runoff; hydraulic canductivity of soil strata; and other factors not •
evident at the time the borings were performed. During wet periods of the year seepage can occur
in and/or above the tan iimestone. .
Due to the variable subsurface canditions (ong-term observations wouid be necessary io more
accurately evaluate the ground-water level., Such observations would require instailation of
piezometers or observation wells, which are sealed to prevent the influence of surface water,
Report No 829�09-05
CMJ �NGINEElii�IG., INC.
4
4.0 FOUNDATION RECOMMENDATIONS
4�1 Generai Foundation Considerations
Two Independent design criteria must be satisfied in the selection of the type of foundation to
support the proposed structures,. Firsk, the u{timate bearing capacity, reduced by a sufficient factor
of safety, must not be exceeded by the bearing pressure transferred to the foundation soils.
Second, due to consolidation or expansion of the underlying soils during the operating life of the
structures, total and differential vertical movements must be within tolerable limits,
4.2 Foundations
Reinforced concrete mat type foundations may be used to support structural loads of the culvert. ;
Mat type foundations should be a minimum of 2 feet in least dimension, but musf be widened as �
required, based on the allowable bearing capacity given below. Mat type foundations may be `
founded upon undisturbed clay soils or the tan limestone. The mat may be designed for a net �
allowable bearing capacity of 3,0 ksf. This bearing value assumes that the �xcavation base is dry
and little to no disturbance of the soils is allowed.. The allowable foundation pressure given above
is for the maximum pressure induced by the foundation loads, and not the average pressure under ;
the foundation base. (
. �
�
;
The horizontai bases of the footings will develop resistance to sliding by means of friction, Given �
the nature of the foundation materials, an uitimata friction factor of 0.4 may be used to calculate '
sliding resistance of the footings bearing on soils or ian limestone, The vertica( earth-formed sides ;
;
of keyways wil) resist lateral forces by developing passive earth pressures. A passive latera) earth :
E
pressure coefficient of 2 may be used for passive resistance calculations where passive resistance ;
is developed against a vertica( earth-formed side of a keyway, based on a unit weight of 120 pcf, '
per foot of footing height,
Foundations designed in accordance with these recommendations will have a minimum factor of
safety of 3 with respect to a bearing capacity failure, and should experience a total settlement of 1
inch or less.and a difFerential settlement of'/z inch or less, after construction.
4�3 Mat Type Foundation Construction
If the footing excavations are overexcavated beyond the planned footing elevation, properly
compacted'/4-inch crushed stone or footing strength concrete should be utilized to establish footing
Report No, 829•09-05
CMJ E1VG7NEERING, INC
5
grade.. Under no circumsfances should re-compacted general fiil be placed under the footing �
foundations.
In addition, the potential exists for differentiat movement of pavements due to settlement of soil �
backfill materials immediately adjacent to vertical culvert sidewails,. Consideration should be given -
to utilizing either flowab{e fii( or properly compacted flexible base in order to reduce backfill �
settiernent and the potentiat for differenti2�l movement/distress.
Mat type foundation construction should be monitored by a representative of the geotechnical
engineer to observe, among other things, the following items:
• identification of bearing material
• Adequate penetration of the foundation excavation into the bearing layer ;
� • The base and sides of fhe excavation are clean of loose cuftings �
• Wheri seepage is encountered, whether it is of sufficient amount to require the use of
excavation dewatering methods
Precautions shouid be taken during the pfacement of reinforcing steel and concrete to prevent
loose, excavated soil from falling into the excavation. Concrete shouid be placed as soon as
practical after completion of the excavating, cfeaning, reinforcirtg steef placement and observation..
�xcavation for � mat type foundation should be fiiled with concrete before the end of the workday,
or sooner if required, to prevent deterioration of the Bearing material. Prolonged exposure or
inundation ofi the bearing surtace with water will result in changed in strength and compressibilify
characteristics. if delays occur, the excavation shouid be deepened as necessary and cleaned, in
order to provide a fresh bearing surface. If rnore than 24 hours of exposure of the bearing surface
is anticipated in the excavations, a"mud slab" should be used to protect the bearing surfaces.. lf a
mud siab is used, the foundation excavations should initially be over-excavated by approximately 4
inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in
the bottom of the excavations immediately following exposure of the bearing surtace by
e�cavation., The mud slab will prof�ct the bearing surface, maintain mor� uniform moist�re in the
subgrade, facilitate dewatering of excavations if required, and provide a working surFace far the
placement of forrnwork and reinforcing steel,
The concrete should be placed in a manner that will prevent the concrete from striking the
reinforcing steel or the sides of the excavation in a manner that would cause segregation of the
concrete ,
Report No. 829�09-05
6
CMJ ENGINEERlNG, INC.
4„4 Lateral Earth Pressures
4.4.1 General
The below grade walis must be designed for laterai pressures including, but not n�cessarily limited
to, earth, water, surcharge, swelling, and vibration, in addition, the lateral pressures will be
influenced by whether the backfill is drained or undrained, and above or beiow the ground-water
table.
4.4.2 Equivalent Fluid Pressures
Lateral earth pressures on below grade and retaining walis wiii depend on a variety of factors,
including the type of spils behind the wall, the condition of the soils, and the drainage conditions
behind the wall. Recommended lateral earEh pressures expressed as equivalent fluid pressures,
per foot of wall height, are presented in Ta61e 4..4,2-1 for a wall with a level backfill behind the top
pf the wa11. The equivalent fluid pressure for an undrained condition should be used if a drainage
system is not present to remove water trapped in the backfill and behind the wall. Pressures are
provided for at-rest and active earth pressure conditions.. Rigid walls are not anticipated to develop
enough movement to mobilize active earth pressures. In order to allow for an active condition the
top of the wall(s) must deflect�on the order of 0.4 percent.
For the select fill or free draining granular backfill, these values assume that a"full" wedge of the
material is present behind the wa1l.. The wedge is defined where the wall backfill limits extend
outward at least 2 feet frorn the base of the wall and then upward on a 1H:2V slope, For narrower
backfill widths of granular or se[ect fill soils, the equivalent fluid pressures for the on-site soils
should be used, i
TABLE 4.4.2-1 — Equivalent �luid Pressures
� At-Rest Equivalent Active Equivalent
Backfill Material ��uid i'ressure (pcf} Fluid Pressure (pcfl
Drained Undrained Drained Undrained
Excavated on-site clay or clay fill � 00 110 90 100
materia(
Select fill / flowable fill / on-site
soils meeting materiat 75 100 55 90
s ecifications
Free draining granular backfill 55 90 35 80
material
Report No. 829-09-0&
CMJ �NGIAiEERING, XNC.
i
�
7
4.4.3 Additional Lateral Pressures ;
The location and magnitude of permaneht surcharge loads (if present) should be determined, and '
the additional pressure generated by these loads such as the weight of construction equipment �
and vehicular loads that are used at the time the structures are being built must also be considered �
;
in the design, The eifect of this or any other surcharge loading may be accounted for by adding an �
additional uniform load to the full depth of the side walls equivalent to one-haif of the expected �
�
verticai surcharge intensity for select backfill materials, or equal to the full vertical surcharge .
intensity for clay backfill. ihe equivalent fluid pressures, given here, do not inciude a safety factor. :
Analysis of surcharge loads (if any} should be performed on a cas�by-case 6asis. This is not .
included in the scope of fhis study, These services can be provided as additionai services upon �
request. �
4.5 Wali Backfill Maierial Requiren�ents
On-Site Clav Backfill: For wall backfill areas with site-excavated materials or similar imported
materials, all oversized fragments larger than four inches in maximum dirnension should be
removed from the backFill materials prior to placement. The backfill should be free of alt organic
and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum
of 95 percent of Standard Pro�tor density (ASTM D 698) within a moisture range of plus to minus
3 percentage points of optimum maisture. Compaction within five feet of the walls should be
accomplished using hand compaction equipment, and should be between 90 and 95 percent of the
Standard Proctor density,
Select Fill Backfill: All wall select backfilf should consist of clayey sand andlor sandy clay material
with a Plasticity Index of 96 or less, with a Liquid Limit not exceeding 35.. The select fill should be
placed in maximurn 8-inch lifts and compacted to between 95 and 904 percent of Standard Proctor
density (ASTM D 698} within a moisture range of plus to minus 3 percentage points of the optimum
moisture. Compaction within five feet of the walls should be accomplished using hand compaction
equipment and should be compacted between 90 and 95 percent of the Standard Proctor density.
Flowable Backfill: Item 401, Texas Department of Transportation Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges, 2004 Edition_
Free Draininp Granular Backfill: All free draining granular wall backfill material should be a crushed �
stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3
Report No, 8Z9-09-05
CMj ENGINELRIt�G, ING
8
percent passing the No.. 200 sieve and tess than 30 percent passing the No.. 40 sieve, The minus
No_ 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted
during installation.
4.6 Drainage Requirements
ln order to achieve the "drained" condition for low-permeability walls (concrete, masonry, etc,), a
vertical drainage blanket or geocomposite drainage member must be installed ac(jacent to the wall
on the backfill side, The drainage must be connected to an outlet drain at the base of the wall.
Drainage could be provided using a collector pipe or weep holes near the base �f ihe abutment..
Drains should be properly filtered to minimize the potential for erosion through these drains, and/or
the p)ugging of drain tines, Design or specific recommendations for drainage members is beyond
the scope for this study.. "fhese services can be provided as an additional service upon requesf�
5.4 EAR'fHWORK
501 Site Preparation
The subgrade should be firm and able to support the construction equipment without displacement..
Soft or yielding subgrade should be corrected and made stable before construction proceeds. The
subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a
firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic
tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should
be observed by the project geotechnical engineer or his/her representative. Prior to fill placernent,
the subgrade should be scarified to a minimum depth of 8 inches, its moisture content adjusted,
and recompacted to the moisture and density recommended for fill.
5.2 Placement and Compaction
Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The
uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring
hand-operated power compactors or sma11 self-propelled compactors, The fill material should be
uniform with respect to material type and moisture cantent.. Clods and chunks of material should
be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a
material of uniform moisture and density is obtained for each lift. Water required for sprinkling ta
bring the filf material to the proper moisture cantent should be applied evenly through each layer.
Report No., 829-09-05
CMj E�c�rrE�xxrNc..INc_
9
'fhe fill material should be compacted to a rninimum of 95 percent of the mauimum dry density
determined by the Standard f'roctor test, ASTM D 698, In conjunc#ion with the compacting
operation, the fill material should be brought to the proper moisture content. The moisture content
for general earih fill should range from 2 percentage points below optimum to 5 percentage points
above optimum (-2 to +5), These ranges of moisture contents are given as maximum
recommended ranges. For some soils and under some conditions, the contractor may have to
rnaintain a more narrow range of moisture content (within the recornmended range) in order io
consistentiy achieve the recommended densi#y,
i
�ield density tests should be taken as each lift of fill material is placed, As a guide, one field
density test per lift for each 5,000 square feet of compacted area is recommended. For small �
areas or critical areas the frequency of testing may need to be increased to one test per 2,5p0
F
square feet, A minimum of 2 tests per lift should be required, The earkhwork operations should be �
;
observed and tested on a continuing basis by an experienced geotechnician working in conjunction
with the project geotechnical engineer..
Each lift should be compacted, tested, and approved before another lift is added. The purpose of
the field density tests is to provide some indication that uniform and adequate compaction is being ;
obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor �
and satisfactory results from the tests should not be considered as a guarantee of the quality of the �
contractor's filling operations„ _
,
5.3 Excavation
Based on the exploration borings, major excavations wiU encounter limestone in major intact units. ;
This limestone is generally moderately hard ta extremely hacd and will require heavy duty '
specialized �quipment for excavation. In addition, overexcavation should be anticipated within the
limestones, Overexcavation may result from large blocks or chunks breaking along either
weathered or clay seams beyond the planned excavation. .
The side slopes of excavations through the overburden soils should be made in such a manner to
provide for their stability during construction. Existing structures, pipelines or other facilities, which
are constructed prior to or during the cur�entfy proposed construction and which require
excavation, should be protected from loss of end bearing or lateral support.
Report No. 829-09-OS
CMJ $NGINEERING, TiVG
i0
Temporary construction slopes and/or permanent embankment slopes shouid be protected from
surtace runoff water„ Site grading shouid be designed to allow drainage at planned areas where
erosion protection is provided, instead of allowing surFace water to ffow down unprotected siopes.
Trench safety recommendations are beyond the scope of this report. The contractor must comply
with all applicable safety regulations concerning trench safety and excavations including, but not
limited to, OSHA regulations. �
5�4 Soil Gorrosion Potential
Specific testing for soil corrosion pofential was not inciuded in the scope of this study, However,
based upon past experience on other projects in the vicinity, the. soils at this site may be corrosive,
Standard construction practices for protecting metal pipe and similar facilities in contact with these
soifs should be used,
5„5 Erosion and Seditnent Control
All disturbed areas should be protected frorn erosion and sedimenta#ion during construction, and
all permanent slopes and other areas subject to erosion or sedimentation shoutd be provided with
permanent erosion and sediment control facilities. All applicable ordinances and codes regarding
erosion and sediment control should be followed.
6.0 CONSTRUC710N OBSERVA'1'IONS
In any �eotechnical investigation, the design recommendations are based on a limited amount of
information about the subsurFace conditions, In the analysis, the geotechnical engineer must
assume the subsurface conditions are sirnilar to the conditions encountered in the borings.
However, quite often durin� construction, anomalies in the subsurface conditions are revealed,
Therefore, it is recommended that CMJ Engineering, Inc.. be retained to observe any additional
earthwork and perform materials evaluation during the construction phase of the project. This
enables the geotechnical engineer to stay abreast of the proJect and to be readily available to
evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to
recommend altemative solutions to unanticipated conditions.
It is proposed that construction phase observation and materials observation commence by the
project geotechnical engineer at the outset of the project, Experience has shown that the most
Report No. 829-�9-05
CMJ ENGINEERING, INC.
11
suitable method for procuring these services is for the owner or the owner's design engineers to `
contraci directly with the projeci geotechnicai engineer. This results in a clear, direct line of �
communication between the owner and the owner's design engineers and the geotechnical .
engineer., .
7�0 REPORT CL,OSURE
The locations and elevations of the borings should be considered accurate only to the degree �
implied by the methods used in their determination. 'fhe boring logs shown in this report contain �
information related to ihe types of soil encountered at specific locations and tim�s and show lines :
t
detineating the interface between these materials. The logs also contain our field representative's
;
interpretation of conditions that are believed to exist in those depth intervals between the actua) �
samples taken_ Therefore, these boring lags contain both factual and interpretive information.
Laboratory soil classification tests were also pertormed on sarriples from selecEed depths in the
borings. The results of these tesis, along with visual-manual procedures, were used to generally
classify each stratum.. Therefore, it should be understood that the classification data on the logs of
borings represent visual estimates of classificafions for those portions of each stratum on which the
fuli range of laboratory soil classification tests were not performed, It is not implied that these logs
are representative ofi subsurFace conditions at other locations and times,
With regard fo ground water conditions, this report presents data on ground-water levels as fhey
were observed during the course of the field work. In particular, water level readings have been
made in the borings at the times and under conditions stated in the text of the report and on ihe
boring logs. It should be noted that fluctuations in the level o# the ground-water table can occur with
passage vf time due to variations in rainfiall, temperature and other factors. Also, this report does
not include quantitative information on rates of flow of ground water into excavations, on pumping
capacities necessary to dewater the excavations, or on methods of dewatering excavations.
Unanticipated soil conditions at a construction site are commonly encountered and cannot bs fully �
predicted by mere soii samples, test borings or test pits. Such unexpected conditions frequently :
require that addifional expenditures be made by the owner to af�ain a properly designed and
constructed project. Therefiore, provision for some contingency fund is recommended to �
accommodate such potential extra cost.
Report No. 829-09-05
12
CMJ ENGINEERItdG..INC.
The analyses, conciusions and recommendations contained in this report are based on site
conditions as they existed at the time ofi our fietd investigation and further on the assumption that
the exploratory borings are representative of the subsurface conditions throughout the site; that is,
the subsurFace conditions everywhere are not significantty different from those disciosed by the
borings af the time they were completed. If, during construction, different subsurface conditior�s
from those encountered in our borings are observed, or appear to be present in excavations, we
must be advised promptly so that we can review these conditions and reconsider our
recommendations where necessary.. If there is a substantial lapse of time betwe�n submission of
ihis report and the start of the work at the site, if conditions have changed due either io nafurai
causes or to construction operations at or adjacent to fhe site, or if structure locations, structural
loads or finish grades are changed, we urge that we be promptly informed and retained to review
our repork to determine the applicability of the conclusions and recommendations, considering.the
changed conditions and/or time lapse.
Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and
specifications for this particular project that pertain to earthwork as a means to determine whether
the plans and specifications are consistent with the recommendations contained in this report. In
addition, we are available to observe construction, particutarly the compaction of structural fili, or
backfill as recommended in the report, and such other field o6servations as might be necessary.
The scope of our services did not include any environrnental assessment or investigation for the
presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground
water or air, on or below or around the site, The scope of services also did not include any
assessment of the site for suitability for the proposed consfruction or use, related to iterns or
conditians other than those specifically addressed in this rep�rt.
This repork has been prepared for use in developing an overall design concep#. Paragraphs,
statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized
without a knowledge and awareness of their intent within the overall concept of this report.. The
reproduction of this repart, or any part thereof, supplied to persons other than the owner, should
indicate that this study was made for design purposes only and that verifcation of the subsurtace
conditions for purposes of determining di�culty of excavation, t�a�cability, etc, are responsibilities
of fhe contractor.
Report No. 829-09-05
CMJ ENCI'hTEERING, INC.
13
This report has been prepared for the exclusive use of the Brown & Gay Engineers, inc. for specific �
application to design of this project. The only warranty made by us in connection with the services �
provided is that we have used that degree of care and skill ordinarily exercised under similar �
conditions by reputable mernbers of our profession practicing in the same or similar locality. No �
other warranty, expressed or implied, is made or intended. .
� * * � .
i
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Report No, 829-09-05
14
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PLAN OF BORINGS
�� c.LVd�ENGINEERIriQ,rnrc. STORM DRAIfV REHABILJTATlON PLATE
IOTH STREET AND LlPSCOMB STREET A jB
CMJ PRD�Fcz No. 829-09-05 FOF?T WORTH, TEXAS
Major Divisions �m Typical Names La6oratory Classification Criteria
� �� Well-graded gravefs, gravel- ro o6a tp�o)�
io �, c GW sand mixtures, little or no �, C„= --- greater than 4: C�= ��-----. between 1 and 3
!� c��o o flnes �N ��a �+o x �so
c rn ` � � � o
„ '� .� �� Poorly graded gravels, gravel � � T
,� � �, � J GP sand mixtures, (ittle or no �' u�i �� I�ot meeting all gradation requiremertts for GW
� � � d " fines � c� � �
> > m � o C��v
a� �o o � ,,, o
`� " � '�� � liqui8 and Plastic limits
g�� z � o Si(ty gravels, gravel-sand-silt N ch �? �� „„. �iquid and piastic {imits
N �,� � GM ��, ;�. below A bne or P.f
o �� ��� mi�ures ?� i� greater than 4 plotting in hatched zone
z �-� g� � � N ?� between 4 and � are
c � �'� w � o �� borderline cases
" .� �, �, •,� �,, ; � �iquid and Plastic limlts
'o ` � ��� Clayey gravels, gravel-sand- N p � requiring use of duat
��, o � a GC c d : o� above "A" line with P.I
c� � � Q clay mixtures � � ;� greater than 7 symbols
ro v_, E »��- �
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�� � � � SW Well-graded sands, graVelly � E �� Cu �6D greater than 6; G�= �����2 between 1 and 3
o� N @ o sands, little or no fines �� �,o D�QXDso
U � � N C �o
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� �°� a� Poorly graded sands; m,� E � ;
� ��y v J SP gravelly sands, little or no c� � � : Not meeting ali gradation requirements for SW
c �, � � fines ° � � Q �;
c�v c�O1 v- °o Q'�a�i
� {ry � S} O f� W 47 � V
�, �� o �, G o, ro ro@ a� Liquid and Plastic limits
0 o z c o SM Silty sands, sand-silt �� N� y� below "A" line or P.f. less
� mixtures �, �� v� �, .- Liquid and plastic limits
� r��@� o Q o�, o o than 4 plotting between 4 and 7
� '3 � � a o��' �� are borderiine cases
� � �� �_� Liquid and Piastic limits requiring use of dual
o °°' SC Clayey sands, sand-clay ��,� above "A" tine with P t. symbols
� � Q mixtures �? � '
.. Q o Q; greater than 7
Inorganic silts and very fine
sands, rock flour, silly or
�� ML ciayey fine sands, or clayey
y� silts with slight plaslicity
� � 60
� �� Inorganic clays of low to
�, � �. medium pfasticity, gravelly
o N•� �� clays, sandy clays, silty clays, 50
N = = and lean clays
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� � a� Qrganic silts and organic siliy ao
y` clays of low plasticity �
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�� .-. Inorganic silts, mlcaceous or a 30
�� `� � MH diatomaceous fine sandy or a ° oH a d MH
i3' 10 m silty soils, elastic silts eP
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o c� �� Inorganic clays of high
� � a' plasticity, fat clays �
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0 0- �H Organic clays of inediurn to �0 10 20 30 40 50 60 70 80 90 100
� �- high plasticity, organic silts
V Liquid L1mit
��`� Peat and other highly organic Plasticity Chart �
� b � Pt soils
UNIFl�D SOIL CLASSIFICATION SYSTEM �LAT� A.2
�
SCStL OR ROCK TYP�S
�m
.m � GRAVEI. LEAN CLAY LIMESTONE
m �
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� • SAND � • . SANDY — SMALE
• � �� •
.
StL7 5lLN . '�. SANDSTONE
GLAYEY MIGHLY CONGLOMERATE 5helby Avger Splk Rock Cone No
PLASI'IG GLAY T�be Spoon Core Pen Recovery
TERMS DESCRIBING CONSIS7ENCY, GONDIiION, AND STRUCTURE OF SOIL
FIt18 Gf�It1Ed SOIIS (More than 50% Passing No 200 5ieve)
Descriptive ltem Penetrometer Reading, (tsf}
Soft 0 0 to 1.0
Firm 1 0 to 1.5
Stiff 1 5 to 3 0
VeryStiff 30to45
Hard 4 5+
COaC'Se Gia1118CI SOIIS (More than 50% Retained on No 200 Sieve)
Penetration Resistance Descriptive liem Relative Density
(biows/foat}
0 to 4 Very Loose 0 to 20%
4 to 10 Loose 20 to 40%
10 to 30 Medlum Dense 40 to 70%
30 to 50 Dense 70 to 90%
Over 50 Very Dense 90 to 1 RO%
Soi! Structure
Calcareous Contains appreciable deposits of calcium carbonate; generaliy nodular
Slickensided Having inclined pianes of weakness that are siick and glossy in appearance
Laminated Composed of thin tayers of varying cofor or texiure
Fissured Containing cracks, sometimes filled with fine sand or siit
Interbedded Composed of alternate (ayers of different soil types, usually in approximately equat proportions
TERMS DESCRIBING PHYSICAL PROPERTIES Ol= ROCK
Hardness and Degree of Cementation
Very Soft or Piastic Can be remolded in hand; corresponds in consistency up to very stiff in soils
Soft Ca» be scratched with fingernail
Moderately Mard Can be scratched easily with knife; cannot be scratched with fingernaii
Hard pi�cult to scratch wifh knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Gemented 8ound together by chemically precipitated materiaf; Quartz, caicite, dolomite, siderite,
and iron oxide are common cementing materials and iron oxide are common cementing materials
Degr�e of Weathering
Unweathered Rock in its hatural state before being exposed to atmospheric agents
Siightly Weathered Noted predominantly by color change with no disintegrated zones
Weathered Complete color change with zones of slightly decomposed rock
Extremely �Neathered Complete color change with consistency, texture, and genera( appearance approaehing soii
K�Y TO CLASSIFICAfION AND SYMBOI.S Pl..ATE A.3
Pro ect No Borin No. Pro ect C� ENGTNEERING IIVC
1 g J Storm Drain Rehabllitation
829•09-05 B-� 10th Street and Lipscomb Street - Fort Worth, Texas
L.ocation Water Observations
5ee Plate A.1 Dry during drilitng; dry at completion
Campletlon Compietion
Depth 20.0' Date 12-22-09
Surface Elevetion Type
8-34, w/ 6" CFA
•r+ fp . O �
LL � � N � U.
w E� °� ° o� u+s. �$'u�-�i a'
n N� Stratum Description � o�� �� o o� �� a= � m�
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U Q 3��' N> >- in= inm Nc �N c°�E�
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oC a md�- arn :7� 'a:� a ��U �.� �c.�a
•,;� rd� ASPHALT� 4 It1CheS fhiCk
CONCRETE, 6 Inches thick 4.5+ 40 i6 24 19
SHALY SILTY CLAY, light brown and gray, w/ 9 00l4"
limestone fragments, hard —
LIMESTONE, tan, moderatety hard 4,5+ 14
5
-w/ clay layers up to 1' thick above 6'
-very hard below &'
QO10.25'
1
LIMESTONE, gray, w! shale seams very hard to
extremely hard
100/0"
1
100/0.25'
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J
Project No Boring No. Project Storm Drain Rehabilifation C.MJ fiNc�rreswrrcm�c
829-09-05 B-2 90th Street and L.ipscomb Street - Fort Worth, Texas
Location Water Observations
See Plate A.1 Dry during drilling; dry at compietion
Completion Compietion
Depth 20.0' Date .� 2-22-09
Surface Elevaiion Type
B-aa, wr s�� cFA
[l. p y � o LL
,� t� CL � .
0. T � O'.��' Z ��(� � O'
Q N N Stratum Description o � =L � C� o V o 'j�j j G �' � � N�
U � 5 CV: j�� N=' N N N C :C� U E a
w C� owu? mm vE mE cuv oo �� coo
x � maf- av� JJ a:� 'a ��c> >� �c�a
ASPHALT, 2.b inches thick
. . CONCRETE, 6 inChes thiCk 4.0 •--_ �_ _.._...._ ......18.._._............._...
S1LTY CLAY. brown, wi calcareous nodules and 2,5 98 105 1620
Ifinestone fragments, stiff ta very stiff
LfMESToNE, tan, fractured w! clay seams, 00/4.75'
g moderatety hard
— SIi,TY SHALY CLAY, light brown and gray w! 4.5+ 15
-- caicareous nodules, hard
— 4.5+ 52 18 34 19
1 —
'—' 4.5+ 22 104 6520
95
LIMEST'ONE, gray, w! shale seams, moderately
hard i OQ/3.5"
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�,',� ENGINfiFRING [NC
Project No Boring No. Project Storm Drain Rehablliiation
829-09-OS B-3 10th Street and Lipscomb Street - Fort Worth, Texas
Location Water Observations
See Piate A.1 Dry during dr+lling; dry et compie#ion
Completion Completion
Depfh 20.0' Date q2-24-09
Surface Elevation Type
8-34, w/6" CFA
t"'ii o � o .
� Q N o li
E � `o� c o �� 'g�o.
o N� Stratum Description o� LL m �� o.:� � � z= �� N
� ' in�lL y ui v,; U� ,tit3 x .� G; �U 0 a.�
(� O �'i C y? �'- N�' NN yC . y UEa
w d ou>�? m� vE mE mv oo c,� coo
a � ma►- av> JJ a� a=�o �a �Ua
•��� �a� ASPHAL7, 4 IltChes thiCk
CONCF2ETE, 6 Inches thick 4.5+ � i8
CIJaY 1 SiI.±Y CLAY, dark brown, wl calcareous 4.5+ � 55 18 37 16
nodules and occasional limeStone fragments, hard 4,5+ 17
LIMESTONE tan, moderaiely hard 100/3.5"
5
� -w/ clay seams above 9' OO10,25'
-very hard to exiremely hard below 9'
10010"
15
00/0,25'
2 —....�^�-------._^, --------
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�
Project No Boring No. Project Storm Dr�in Rehabilit�tlon �&NGtNEBRItJG L�1C
828-09-05 Q�4 10th Street and Lipscom6 Street - Fork WorEh, Texas
Location Water Observations
See Pla#e A.1 Dry during drilling; dry at camp}etian
Completion Completio�
Depth qr�.0' ��t� 92-22•09
Surface Elevation Type
8�3�, wl 6" CFA
N o
u" ,�p a � c�y c ti
Q E E oc o o�� �So.
� N � St�atum Descripfion � � � � C o � „� � ; � a � � � �
U o 3a�'' y7 �� N"= maxi �'c Ay UEa
W CY 9 a� � ca � a� E� E �c v'o o c,a c o 0
R: � [D[L!- dtn :a� n.J LL= r2U �J �ULL
ASPHALT, 3 Inches thick
GRAVEL w( sand, 6 fnChes thick 2.75 �� �� �� � 16 111 2800
SILTY CLAY, light brown, w! lirnestone fragmenis, 4.5 76
stiH to very stiff p.�5 q8 17 39 96
StLTY SHALY CLAY. light brown and gray, w/ 4.25 21
5 limestone fragments, stiff to very stiff
�IMESTONE, tan w/ clay seams hard
DO/1.75'
1
LIMESTONE, gray, very hard
00/0.25
1 ------------------------
LOG OF BORlNG NO. B-4 PLATE A.7
ENGiNEFiR1NG 1NC
Project No 8oring No Project 5torm Drairt Rehabilitation
829-09-05 B-5 10th Street and Lipscomb Street - Fort Worth, 7exas
Location Water Observations
See Plate A.9 Dry during drilting; dry at completion
Completion Completion
Depih � 5.0� Date .� 2_22_09
SurFace Elevation Type
8-34, w/6" CFA
LL p � � �
� — Q", N c LL
Q- y, E `o � o o ts, m m�'s
o�� Straturn Description e o N� _� D o � o.� ���� � Q�
U o 3 � �'t" �>'� =j �in = o� w!� c t� u j c�i ��
� � ,'ro�aF�-' a'ui .JJ a� a = �U » �cia°
ASPHALT, 4 inches thick
GRAVEL, w/ sand, 6 inches thick q.5+ 12
CLAY 1 SIL7Y CLAY, brown wl caicareous nodules 4.0 50 19 32 22
and limestone iragments very stiff to hard 4,g+ 22
-wl reddish brown above 3' 4,5+ 23 97 4390
5
4.5+
-w/ ironstone nodules, below 8'
4.5+ 52 16 36 15
� L4MES70ts� tan, weathered, w/ clay layers up to 1'
thick
15 -------- �1.5+ 9
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Prepared For:
Brown and Gay Engineers, Inc.
Fort Worth, Texas
ENGINEERING SO�UTIONS AND TECHNOLOGY, INC.
Civil / Environmental Engineers
DALLAS, TEXAS
October 2012
7ABLE OF CONTENTS
SECTION NO. TITLE PAGE
1.1 INTRODUCTION ........................................................................................................1
1.2 SCOPE .................................................................:....................................................................1
1.3 TELEVISION INSPECTION EQUIPMENT ...................................................................................1
1.4 TELEVISION INSPECTION PROCEDURE ..........................................................:.......................1
1.5 VIDEO INSPECTION FINDINGS ..................................................................................................2
NO. TABLE PAGE
1. PROPOSED REHABILITATION FOR WEST TENTH STREET STORM SYSTEM .....................2
TELEVISION INSPECTION
APPENDIX
TELEVISION INSPECTION LOG SHEET AND PHOTOGRAPHS
1
ORT WORTH
Henderson Storm Drain Watershed Drainage Improvement Study
Section '1
Te%vision lnspection
y.y lntroduction
On October 1, 2011 Engineering Solutions and Technotogy, Inc. (EST) entered into an
agreement with Brown and Gay Engineers, Inc. to perform television inspection services
associated with the portions of Henderson storm drain watershed drainage system located
on West Tenth Street. The storm sewer from Cherry Street to Lexington Street on West
Tenth Street was televised for this study. The storm drain teleVised under this study was a
Arch sewer of varying size as noted in the television inspection log.
The television inspection of the storm drain lines were televised on October 4, 2011. A total
of 1,043 linear feet of one storm drain Iine was televised. Tabie 1 on page 3 summarizes the
resuits of the television inspection. This table gives the line size, pipe shape and length,
identified probiems and defects, recommendations. '
7.2 Scope
The purpose of television inspection (TV) is to provide a digital video record of the storm
drain pipe to analyze and evaluate the condition of the pipes. This assessment couid be
used to recommend appropriate methods of rehabilitation for improvement or other
alternatives for improvernents.
1.3 Television lnspection Equfpment
The television camera used for the inspection is one specifically designed and constructed
for such inspection. Lighting for the camera is suitable to allow a clear picture of the entire
periphery of the pipe. The camera is operative in 100% humidity conditions. The camera
lens has more than a 65-degCee viewing angle and has either automatic or remote focus
and iris controls. The camera is capable of spanning 360 degrees on the vertical axis and
270 degrees on the horizontal axis. The camera is equipped with at least 1,500 linear feet of
camera cable and has pan and titt capabilities to allow up close and right-angled inspections
of defects and other significant observations. The camera, television monitor, and other
components of the video system are capable of producing good picture of digital quality.
1.4 Televlslon Inspection Procedure
The camera is moved through the line from the either an upstream or downstream manhole
or access inlet at a moderate rate using a power winch, stopping when necessary to
observe and document defects, lateral location, pipe crossings, obstructions observations. If
during the inspection operation the television camera would not pass through the entire line
segment due to obstacles like bends, the television equipment was setup on the access
point so that the inspection of the entire line could be performed. The closed-circuit
tetevision inspection equipment was capable of producing a color digital video with audio
OEST, lnc.
FO„_ R��ORTH
-s-
Henderson Storm Drain Watershed Drainage improvement Study
and a 360-degree radial view camera with a rotating head to reveai the condition of lateral
fine connections and defects. The video inspection is recorded on to the computer in digital
format (mpeg).
All recordings of te�evision inspection are clear and comprehensive with audio descriptive
narration by the CCTV operator. Lighting system is adequate for good quality digital video
recordings.
The TV unit has the capability of d'►splaying on video recording written information
concerning the pipe inspected. The television inspection equipment shows an accurate
footage counter that dispiays on the monitor the exact distance of the camera from the
centerline of the starting manhole. The camera height is adjusted such that the camera lens
is aiways centered (112 I.D. or higher) in the pipe being televised. The camera is moved
through the Iine section at a moderate rate, stopping when necessary to permit proper
documentation of the sewer's condition or to turn the camera head to the lateral connections
to examine their condition. The camera is panned at each observation and stopped briefly at
each broken ar cracked pipe, root intrusion, lateral or other defect or adversity.
1.5 Video lnspection Findfngs:
The results of the video inspection are summarized in Table 1 on the next page. The table
provides listing of each line televised with manhole ID, pipe material, size and shape, length
televised, defects and observations and recommendations.
,•
� ... -. • .. . . .
. . .
p�p@ l�p��� Date S�ZB Pipe Llne Lengih Comments and ldenGfied Problems RecommendaGon.
lnspected Materie/ Lenyth TVed
From 70
Rocks Reiniorcement visible in pipe. Clean the pipe
MH 5 MH 4 10/4l2011 33" X 44" a�d 259.60 259.60 Severe debris (n plpe including prior to
Stone rocks, Pipe In severely rehabilitation or
deteriorated condition Replace plpe.
Rocks Severe debris in pipe (ncluding • Clean the pipe
MH 4 MH 3 10/4/2011 43" X 48" and 257.80 257.60 roeks, Pipe In severely prior to
Stone deteriorated condition rehabililation or
Re lace 1 e
Rocks Severe debris in pipe Including Clean the pipe
MH 8 MH 2 10%4/2011 43" X 48 and 262.50 262.50 rocks, Pipe In severel prior 40
Stone deterio�ated condition rehabllitatlon or
Re lace 1 e.
43" X 48" Rocks 5evere deb�is in pipe Including Clean the pipe
MH 2 MH 1 10/4l2011 � and 262.80 262.80 rocks, Pipe in severely priar to
Stone deteriorated conditian rehabllitation ar
diameter Replace pipe.
OEST, Inc.
2
0
Ci : FT.Worth,7'X.
Aune Televlsion Company
A�E Ut1lT y t544Va1waodParkwaySuttsf00
. � CanDll(on, TX 75006
�. TCh. 972-247-774!
�i��' . www.acmalapetelcompany.00m
� � � E-maA:�acmeins n ehoo.com
lnspection Report
Date P/0. NC. Weather Surveyors Name Pipe Segment Reference Section No.
1014I2012 �ry R(cky MH.#5 STA 20+54-MH.�4 1
Cer�ficate No. Survey Custome� System Owner Date Cieaned Pre-Cleaning Sewer Category
U-206-2298 10/4f2012 No Pre-Cleaning
Sireet West 10TH Street Use oF Sewer Stormwater
Ciry FT.Wor�h,T'X. DrainageArea
Loc. details Flow Control
LocaUon Code Main highway-su6urban Length surveyed 259.60 ft
PurposeotSurvey CapitaflmprovamentProgramAssessment JoiotLength
YearLaid Dia./Hefght
Yeaf Rehabilitated Materiai
Tape / Media No. 1 Lining Method
qdd. intormation ;
1:658 Position
Observation
Upstream Manhole, Survey 8egins / MH.#5 STA
20+54
Tap Break-in, at 09 o'clock, -, within 8 inches of
joint: NQ, 18"
Generai Observation I FOUND MH.# 5A
Deposits ingress Other, 30 %of cross sectiona)
area, from 04 fo 08 o'ciock, , within 8. inches of
joint: NO / BIG ROCKS
Tap Br�ak-In, at 02 o'ctock, -, within 8 inches of
joint: NO, 18"
Tap ereak-In, at 90 o'clock, ., within 8 inches of
joint: NO, 18"
General Observation / REBAR IN THE PIPE
Tap Break-In, at 01 o'clock, -, within 8 inches of
joint: NO, 8"
Infiltration Runner, firom 09 to 10 o'clock, within 8
inches of joint: NO
Tap Break-In, at 02 o'cfock, -, wilhin 8 inches of
jvint: N0,18"
Tap Break-In, at 09 o'clock, -, within 8 inches of
joint: NO, 78"
Tap Break-In, at 02 o'ciock, -, within 8 inches of
Joinr N0,18"
Tap Break-In, at 09 o'clock, -, within 8lnches of
Joint: NO, 18"
Downstream Manhole, Survey Ends / MH.#4 STA
17+89
OSR QMR SPR MPR OPR SPR
G000 d200 0 8 8 0
• E.S.T. N.10TH Slreet Storm Drain FLWprth,TX. !! Page:2
Upstream MH MH.1t5 STA 20+b4
DowsVeam MH MH.1J4 STA77+g9
Dir. of 5urvey Downstream
Section L.engih 259.50 ft
0.00 ft
33lnch
Other
Grade
M4
M4
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• �►E Utlli y
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City :
Fi'.Wortt
Acme 7alevtston Qompany
1541 VaMood Pa/fcway SoRe 100
Cermuton, 7X 75005
Tel: 9M•247-T741
Street : Date : Plpe Segment Reference ; Section No :
10TH Street 1
Photo:l 1 13 04102012_112100 B.JPG, Niedia No::
041012 1, 00:20;43
258.8FT, Tap Break-In, at 09 o'clock, -, within 8 inches of jofnt:
N0,18"
Photo:1_1 14 04�02012 112444_A.JPG, Media No::
041012 1, 00:22:03
259.&FT, Downstream {Nanhole, Survey Ends i MH.#4 STA
17+89
Photo: 1 1 14 04102012_112454 B.JPG, Medi� No::
d41012 1, 00:22:b3
259.6FT, Downstream Manhote, SwNey Ends ! MH.#4 STA
17+89
� �E utA/ �
��
�n1Gnr+�'�
City t
FT.Worth,TX.
. crtv: rr.wortn, rx.
Acme Te/eviston Company
� f54t Valwood PaAcway Sude f00
Cam�/ltay TX75006
Td: 972-247-7741
�mvw.acmetapetebompany.com
E-map: eunelnsnecGon(92yahoo.com
Inspection ph�otos
$treet: Date : Pipe Segment Reference : Section No :
West 10TH 5treet �
Photo; 1 1 11_04102012 111752_A.JPG, Media No::
041012 1, 00:19;20
245.6FT, Tap Break-In, at 09 o'clock, -, within 8 inches of joint:
NQ,18"
Photo: 1 1 12_04102012_119910 A.JPG, Media No;:
041012 1, U0:20:29
258.8FT, Tap Break-In, at 02 o'cloCk, -, within 8 Inches of Jo(nt:
NQ, 18"
ES,T.N.1oTH StreetStorm Drain FT.Worth,TX.. // Page: 6
�
Photo: 1_1_11_04102012 111803 B.JPG, Media No::
041012_1, 00:19:20
245.6FT, Tep Break-ln, at Q9 o'clock, -, within 8 inches of joint:
NQ, 18"
Photo;l_7_13 04102012_111936�1.JPG, Media No::
�41012 1, OQ:2U:43
256,8Fi", Tap Break-!n, at 09 o`clock, -, within 8 tnches ofjoint:
NO. 18"
� P�mE uttli y
'�aroes�,�n�y' �
City :
FT.Worth,T
�
Aeme TelevJsion Company
f544Ya)waodPailavaySulle 100 .
Carro�fon, TX 75oos
Td: 972-2q7-7T4t
Inspection photos
SUeet: Date : Pipe Segment Refere�ce : sectlo��n No :
�1oTH Street __
Street Stortn Drain FT.Worth,Tx q Paga: b
Photo:l 1_8 044b2D12_1111�2_A.JPG, Media No::
�41012 1, 00:13:47
117.5FT, Tap Break-In, at 01 o'clock, -, wiihin 8 inches of joi�:
NO, 8"
Photo:l 1 7 04102012_i11051_A.JPG, Media No::
041012_1, 00:13:09
112.9Ff, General Observation / REBAR IN THE PIPE
Photo: 1 1 10 04102012 111723 A.JPG, Media No::
041012_1, 00:19:01
245.6FT, Tap Break-in, at U2 o'clock, -, within 8 inches of joinr
N0,18"
Photo: 1,1 9_04102012�111352 A.JPG, Media No::
tl41012_1, 00:15:44
152.4FT, Infittration Runner, from 09 to 10 o'ciock, witfiin 8
inches of Joinh NO
� �►E utn, y
�nser�A� �
�n
City :
FT.Worth TX.
Acme Televlsfon Company
i544 Yaiwpod Parkway Sur�e 100
Carrdl(an, TX T5006
TeF.H72-247-774f .
�m�w.acmelape(ehompany.00m
� � E-maa: acmelnspectbn(II�yahoo.cum �
Pipe Segment Reference : 8ecUon No :
1
Inspection p
StreeL �ate
10TH 5treet
Photo: 1_1_4_04102012_105948_B.JPG, Media No::
041D12_1, OU:04:30
21 F1', Deposits ingress Other, 30 %of cross sectionai area,
from 04 to 08 o'clock, , within 8(nches ofJoint: NO! BIG
ROCKS
Photo: 1 1�8 04102012_110641 A.JPG, Mediallo::
04'1012_1, OO:OB:3Q
36.1FT, Tap Break-In, at 10 o'clock, -; within S inches of joint:
NQ,18"
,T. N.10TH SVeet StOrm Orain FT,Worih,TX. J!
�
Photo: 1_1_5_04102012 110625_A.JPG, Media No:;
041012_1, 00:08:06
36.1FT, Tap Break-!n, at Q2 o'clock, -, with(n B(nches ofjqint:
NO, 18"
Photo:1_1 6 04102012 110714 B.JPG, Media No::
D41012_i, 00:08:20
36.1 F�', Tap Break-In, at 10 o'dock, -, within 8 inches of joint:
N0,18°
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sar�d'd �
Inspection Report
�aie PiO. No. Weather Surveyol's Name
10f4f2012 Dry Ricky
Certificate Na Survey Customer System Owner Date Cleaned
U-206•2298 90/M2012
Street West � OTH Street Use of Sewer Stormwater
Ciq� FT.Worth,TX. Drainage Area
Loc. details Flow ConUoi
Location Code Main highway-suhurban Length surveyed 257.8n ft
Purpose of SurveY Capital Improvement P�ogram Assessment Jotnt Lenglit
Year Laid DIa./Height
Year Rehabili�ated Material
Tape ! Media No. 1 Lining Method
Add. Information :
1:658 Poaition ObservaEion
QSR � QMR
6100 � 3100
Upstream Manhole, Survey Begins ! MH.#4 STA
17+89
Genera( Observation / Survey Begins
Tap Break-In, at 02 o'clock, -, within 8 inches of
joint: NO, 15"
Tap Break-In, at 02 o'clpck, -, wilhin 8 iqches of
joint: N0,18"
Tap B�eak-in, at 10 o'clock, -, within 8 inches of
joint: NO,18"
groken Soil 5lisibie, irpm 0,1 to 05 o'c�ock, wiihin 8
fnches bf Joint: NO
Depositsingress Other, 20 %of cross seetional
atea, frpm 04 ta OS p'c�ock; , within 8 inches of
joint; NO / BIG �iOCKS
Tap Break-In, at � 1 o'clock, -, within 8lnches of
joint N0,18"
Tap Break-In, at 01 o'clock, -, within 8 inches of
join� NO, 18"
Tep Break-ln, at 02 o'clock, -, within 8.inches pf
joinE NO, 18"
Tap Break-In, at 10 o'clock, -, within 8lnches of
joint: N0,18"
DownsVeam Manhole, Survey Ends / MH.#3 AT
Florence St.
6PR MPR aP'�
6 3 B
E.S.T. N.'IOTH Street Storm �reln FT.W�
Acme Televlslon Company �
l544 VaAtroodParku+aySuila i00
CartW!(on, TX 75006 �
Tel; 972-247-7741
' Pipe Segment Reference Section No.
MH.#4 S7A 17+89-MH.#3 2
Fre�Clea�ing SewerCategory
No Pre-Cieaning
UpsUeam MH MH.#4 STA 1T+89
DowsVeam MH MH.#3 STA i2+72
Dir. of Sutvey Downstream
5ecfion Length 257.80 ft
0.00 ft
431nch
Other
Grade
S5
(vi 3
T •4
SPRI - � � � MPRI � � �. . . .OPRI
— — _ _
6 . .. . . 3 4� � .
C. JI Paye:7
�e Utllt y
/ �,v
�ra, s�.aca,
(ns
City;
VOtih;
SVeet :
10TH:
Acme Tetavtston Company
>544 Vehtivod Pa�kway Suite 100
Carrol!lon, TX 75006 �
re�: sre-z�� r�ar
Daie : I Pipe Segmerrt Reference : I Section No :
z
041012 1, 00:04:45
15.6FT, Tap Break-In, at 02 o'clock, -, within S inches of joini
N0,15"
Phota 2_t_i^04102012_121316 A,JPG, Media No::
041012 1, 00:00:00
OFT, Upstream Manhole, Survey Begins / MH.#4 STA 17+g9
Photo: 2_1 1 04102012 121fi48 B.JPG, Media No::
041012_1, OQ:00:00
UFT, Upstream'Manhote, Su►vey Beglns / MH.#4 STA 17+gg
Photo: 2_9 4_04102012_122025 A_JPG, Metlia No::
041012_1, 00:05:17
20.5FT, Tap Break-in, at 02 o'clock, -, within 8 inches of Joint:
N0, 18"
. P�y'�y
. ,."�a,onGcr�A�"`/ .
City ;
Fr w�rth:-rx.
c��v • Fr wortn �rx --
Acme Tekpts(on Co,mpany
1544 � Valurood Parkway Sulle f00
Carrolfton, TX 7500G
Tel: 972-247-T/4f
www, acmetapetelcompanY.own
� � � EmaA• aunelnspecl�vn�lvahoo.corri
lnspection photos
Sweet � Date : Pipe Segment Referenoe : Section No:
a nru c�. at 2
Photo: 2_1 6_04102012 122056�4.JPG, Media No:: Photo: 2_1 8_04102012 123050 A..1PG, Media No::
041012_1, OQ:05:41 041012 1, 00:12:32
22.9FT, Tap Break-fn, at 10 q'ciock, -, wiEhin 8 inches of joinr 195.4FT, Broken Soii V'�sible, from 01 to U5 o'ciqck, withln 8
N0,18" inches of Jo(nt• NO
?hoto: 2 1 6 04102012_123137_B.JPG, Media No : Photo: 2 1 7_'04102012_123415 A.JPG, Media No::
041012 9, 00:'12;32 044012 1, 00:14:15
195.4Ff, Broken Soii Visible, from p1 to 05 o'clock, within 6 213.8Ff, �epos�s ingress Other, 20 °/aof cross sectionai
inches of Jolnt; NO area, trom 04 to 08 dciock, , within. B inches of joint NO / BIG
ROCKS
ES.T. N.10TH SU'eet Stortn Orain Ff.Worth,Tx. U Paga; s
P E Ut►If�
"O�a,e��,�
City;
Vorth,TX.
sueet:
West 10TH ;
1
n photos
Date : Pipe Segment Re(erence : Section No :
2
.T. N.107H Street Storm Orain FT.Worth,TX. !1 Page:10
�
AcmeTeleviston Company
154f Vafwooq Patfnvay SuRe i0D
� �Carrtllltan, TX760D6
Tel: 872 247•T741
Photo: 2 1 8_04102012_123517_AJPG, Media No;:
041012 1, 00:15;1U
225.2Fi, Tap Break In, at 11 o'ciock, -, within 8 inahes of joint
N0,18"
Photo: 2 1 7 04102012_123419 B.JPG, Media No::
041012_1, 00:14:15
213.8FT, Deposits Ingress Other, 20 %of cross sectional
area, from 04 to OS o'c(ock, , within 8 inches of Joint: N0 / BIG
ROCKS
Photo: 2 1 9 04102012 123549 AJPG, Media No::
041012 1, Q0:15:29
2252Pi', Tap Break-In, at 01 o'clock, -, wfthirr 8lnches of Joini:
N0, t8"
Photo: 2 1_1D 04702012 123729 A.JPG, Media No::
041012 1, Q0:16:45
239,2FT, Tap Break-ln, at 02 o'clock, -, within 6 inches of joint:
N0,18"
�E Utip y
��'
� scr��
Cily :
SUeet:
wo�r 4 nT41 :
Acme Televfslon Compa�y
1544.ValivoodParkw7yS�fte f00
Carioliton, TX75006
Tel: 872-247-7T41
Inspec
Date : Pfpe Segment Reterence : I section No :
2
N.10TH StreeE Storm Droln FT.Worih,TX. ll Page: i
Photo: 2_1^12_04102012_124048,A.JPG, Media No::
041012_1, 00:18:20
257.BF1', Downstream Manhofe, Survey Ends ! MH.#3 AT
Fiorence St.
p,cm� Ut111 y
•����'„`
Acm¢ 7efeKslon Comparry
1544 Vafxnod Padn+ray SurTe f00
CartuOlon, TX75008
Tel: 972-247•774f
tnspection Report
Date P/O. No. Weather Surveyofs Name Pipe Segment Reference Section N�.
10/4/2012 Dry Ricky MH.�13-MH.#2 3
Cert�cate No. Survey Customer System Owner Date Cleaned Pre-Cieaning Sewer Category
Ll•206•2298 10/412012 No Pre�Cleaning
Street West 10TH Street Use of Sewer Sformwater Upstream MH MH.#!3
City F7.WorIh,TX. DrainageArea DowStreamMH MH.#2
Loc. detaiis Flow Control Dir. of Survey Qownstream
Location Code Main highway- suburban Length surveyed 262.50 ft Section LengUi 262.50 ff
Purpose of Survey CSpftat improvemeM Program Assessment Joint length 0.00 ft
Year Laid DiaJHeight A3 Inch
Year Rehabilihated Material Other
Tape / Media No. 1 L(ning Melhod
Add, Intormation :
1:612 Position Observati�n
Upstream Manhole, Survey Begins ! MH.#3
General Observation / POINT REPAIR
l'ap Break-ln, at 02 o'clock, -, within 8 inches of
joint: N0,18" / CAPPED
Tap Break-In, at 10 o'ciock, -, within 8 inches of
joint: NO, 18"
Tap Break-ln, at 10 o'clock, -, within 8 inches of
joint: N0, 18"
Tap Break-in, at 02 o'clock, -, within 8 inches of
jolnt: N0, 18"
Generel Observation / Concrete
Broken Soil Visible, from 08 io 11 o'clock, withit� 8
inches of joinL• NO
Infiltration Runqer, irom 07 to '11 o'ciod<, within 8
inches of joint: N�
Tap Break-In; at 10 o'clock, -, within 8 inches of
joint: NO, 16"
Tap Break-In, at 02 o'ciock, -, within 8 inches of
joint: N0,18"
Tap Break-tn, at 12 o'ciodc, -, within 8 inches of
joint N0, 8"
Tap Break-In, at 10 o'ciock, -, within 8 inches of
joint: N0, 27"
Tap Break-ln, at 02 o'clock, -, within 8 inches of
joint: NO, 78"
E.S.T. N.10TH Str'eet Storm Dratn FT Worth,TX. !/ Page:12
Grede
S5
M4
�E Ut1/i y
'"�on °�°,�''
se.+l .
Date ;
Present:
Job number :
Vehicie :
Inspection Report
Weather: Operator;
pry Ricky
Camera: Preset:
Acme Taloviston Company
1544 Valwood Paikway SrrRe 100
City: Carrollton, TX75006
TU: 872-247-7741
Counter: Section name
3
Cleaned : Rate; •
Na Pre-Cleaning _
�cte Utii) y
� s�+�G���'
City :'
Yorth,
lnspection ph�
Street : � Date :
10TH 5treet
Acme Tekvisfon Company
i544 Vahrood Parkway Suite 100
Carrollton, 7X75006
Tel: 9M-247-T7�f
unvw.acmehape(elcompany.com �
Pipe Segment Reference ;� Section No :
3
Photo'. 3 1_7 04102012_125334 A.dPG, Media No::
041012_1, 00:08:57
111Ft', General abservation 1 Concrete
Street Storm Oraln
15
Photo: 3_1 8 04102012 125506 A.JPG, Media No::
041012 1, D0:10:18
122.6FT, Broken Soil lrsibie, from 08 to 11 o'clock, within 8
fnches of joinr NO
Photo: 3_1 6_04102012_1250t 1 A.JP�, Media No::
041012 1, 00:05:50
53.t F1', Tap Break-ln, at 02 o'clock, -, within 8 inChes pf joinr
NO,18"
Photo: 3 1 7 04102012_125341_B.JPG, Media No::
041012_1, OO:D8:57
111FT, Generai Observation / Concrete
� �e Utilly
.�
�r�,s���"
ciry:
�'T.Worth T
r
inspection pl
SVeet : Date :
West 10TH Street
Acme Tefev/sion Company
tsaa vanvoov Parnway s�;ia too
carron�on, nt�soos
ra: s��-2a�-n+t
Pipe Segment Reference : I $ecGon No :
3
Photo: 3_1 2 04102012 124433 A.JPG, Media No::
041012�1, 00:00:57
6.3FT, General Observation / POINT REPAIR
Photo: 3 1_A 04102012 924619 A.JPG, Media No;:
041092_1, 00:02:2U
19.5FT, Tap Break-in, at 1 O o'clock, -, within Blnahes ofjoint:
NO, 18"
H.S.T. TV.70T,
11 Pat�e:14
Photo: 3_1 3_04102012 124552 A.JPG, Medfa No:;
041012 i, 00:01:59
19.5FT, Tap Break-In, at 02 o'dock, -, within.8, inches ot join4
N0,18" / CAPPED
Fhoto: 3 1_5_04102012 124918�A.JPG, Media No::
041012 1, 00:05:01
44.3Ff, Tap Break-In, ak 10 o'ctook, -, wlthi.n 8 inches of jbint:
NO, 18"
�e Utl1l y
'�ee��' �°`'
City:
Vortt
St�eet :
West 10TH :
�
on photos
Date : Pipe Segment Reference : Section No :
3
AcmeTefevisTon Comp�ny
1544 Vahvood Parkway Sane !00
Cam�ilton, iX 75006
Tel: 972-247-7741
E.S.T. TV.10TH Street Storm Orain FT.Worth,TX. N Page:16
Photo: 3 1_10_04102012 130132 A.JPG, Media No:c
041012 �, d0:16c24
206.5Ff; l'ap Break-in, at 10 o'clock, -, within S inches of joint:
NO, 18"
Photo`. 3_1_9_04102012 125640 A:JPG, Media No::
041012_1,00:11:45
135.6FT, Infiitration Runner, from 07 to 11 o'ctock, within 8
inches of joint: NO
Photo: 3_1 12 04102012 130359_A.JPG, Media No::
041012_1, 00:18:29
229.1 FT, Tap Break-In, at 12 o'clock, -, wrthin 6 inches oi joirit
NO, 8"
Photo: 3_t�11 04102b12 130243_AJPG, Media No::
041012_1, 00:17:15
216.8FT, Tap Break-In, at 02 o'clock, -, within 8 inches of joint:
N0,18"
�,,,� utllt y
�°'°,,,���,,�
Ci�l:
Jorth,TX
�
Acme Tdevlstan Compuny
1644 Valwood Farkway Sutta i00
Canolllon, TX7SOD6
Te1:972-21T-774i .
C.��: ,
Inspection photos
Street ; Date : Fipe Segment Referenc�
10TH Street
Sectlon No :
3
Pho4o: 3 1 15 04102012 13Q651 B.JPG; Media No:;
041012 1, Op:20;09
246FT; Tep Break-In, at 10 o'ctock, -, within 8 inches of joint:
N0,18" / CAPPED
' E.S.T. N.10TH Street Stcrtn DGain FT.Worth.TX. d Page:1T
Photo: 3 1_15_041U2Q12 130642�.JPG, Media No::
041Ut2 1, 00:20;09
246FT, Tap Break-in, at 10 o'clock, ; within 8 inches of jofnt:
NO, i S" / CAPPED
Photo: 3_1_14_04102012_13054T A.JPG, Media No::
a41012 1, OU:19:50
244.5FT', Tap Break-In, at 02 o'clock, -, within 8 Inches of joint
N0,18"
Photo: 3_1�16_04102012_130948 A.JPG, Media No;:
041012_1, 00:22:39
262.5FT, �ownstream Manhofe, Survey Ends / MH.#2
HENDERSON ST.
- P�mE Utpiry
� sar�'��'
Acme Televkton Company
i544 VehvOod ParMvaY SuRe 100
Cnrrol�ton, TX 75006
Teh. 972-247-7741
Inspection Report
Date PiO. No. Weathef Surveyofs Name Plpe Segment Reference Seckion No.
10/4l2012 Dry Ricky MH.#2•MH.#1 4
N S N Customer System Owner Date Cleaned Pre-Cleaning Sewer Category
CeNficate o. u ey
U•206-2296 10i4120t2 No Pre-Cleantng
Street West 10TH Street Use of Sewer Stormwater Upstream MH MH.#2
City FT.Worth,TX. DretnageArea Dowstream MH MH.#1
Loc. details Flow Conlrol Dir. of Survey Downstream
Location Code Main highvray- suburban Length surveyed 262.80 ft Section Length 262.80 ft
Purposeof5urvey CapitallmprovemeMProgramAssessment JointLengttl O.00ft
Year Laid DiaJHeipht 43 inch
YearRChabilitatCd Material Ofher
Tape J M�dia No. 1 Lining Method
Add. iriforrnation :
1:658 Positton
�SR aMR
�000 OODO
Observation
Upstream Manhole, SurVey Begins / MH.#2
HENDERSON ST.
General Observation ! PO1NT REPAIR
Generai Observation ! Survey Begins
Tap Break-In, at 02 o'clock, -, wit6in S inches of
joint: NO, 18"
Tap Break-tn, at 10 o'clock, -, within B inches of
joint: N0,15", 15"
Tap Break-in, at o2 o'clock, -, wlthin 8 inches of
joirtt: N0,18"
General Obsetvation / POINT REPAIR
Tap Break irr, at 12 dclock, -, within 8 inches of
foinL NO, 18"
Tap �reak-In, at 09 o'ciock, -, within 8 inches of
joint: N0,18"
Material Change, Rein%rced concrete pipe
Shape or Size Chapge, -, 54", 54" / NOT MH.
45'BEND
Tap Factory Made, at 01 o'cloCic, -, wifhin 8 inches
ofJoinkNO, 16"
Tap Break-In, at'01 o'clock, -, within 8 inches of
joirt� N0.18"
Downstream Manhoie, Survey Ends / MH.#1
Grade
SPR MPR OPR SPRI
0 0 0 C
ES.T. N.10TH Street Stortn Draln FT.Warth,TX. f! Page: �8
0 I 0
� e Ut//!ry
��tancard•ss�an
ct�y;
FT.Worth.TX.
qcmoT�e��on Company
tsas vanwodv�r�vaysuno ioo
aa
Carro7lton, iX75008
� � TeL• fl72447-T741 �
Inspection photos
Street : �ate : Fipe Segment Reference : SecUon No :
�t 10TH Street � `�
Phato; 4 1_2_04102012_141122_A,JPG, Media No::
041012 1, QO:OQ:48
1FT, Generai Observation / POINT REPAIR
Photo: 4_1_5_04102012 141732 A.JPG, Media No;;
041012_1, 00;03:46
18.7FT, Tap Break=ln, at 1,0 o'cioCk, -, within 6 inches of Joinr
N0,:15",15"
E.S.T.N.1U7H5VeetStormDrainFTlNorth,TX. JJ Page:19
�
Photo: 4 1 d 04102012 141613_A.JPG, Media No::
041012_1, 00:0323
17.1FT, Tap Break-ln, at 02 o'ciook, -, within S inches of jof�t:
NO, 18"
Photo: 4_1_6�04102012_141841 A.JPG, Med(a No::
041012 1, U0:05:12
29.8FT, Tap �reak-in, at 02 o'clock, -, within S Inches of joinL
NO, 18"
Ci : FT.WorIhTX.
� Acme Tafevlsfon Company
' �tt�y 1544 VatwoottParkwaysuire foo
�. i �� `T� '72-24i 7T�
�hzrq,�ca+' wvnv.acmetepetebompanyeom
Inspection photos
City: Sfreet: Date: PipeSegmentReference: SectionNo:
Vorth,TX. WesE10TH5treet ______ 4
Photo:4 1_7 04102012 142236 A.JPG, Media No::
041012_1, 00:06:53
1212FT, Cenera� ObservaGon / POINT REPA�R
Photo: 4 1 9 04i02012 142806 A.JPG, Media No::
041012_1, 00:13:56
227.2Pi', Tap Break-in, at 09 o'ciock, -, within 8 inches ofjoink
N0,18"
ES.T, N.'IOTH SV2et 5torm Oraln FT.Worth,TJL !f PaBe: z0
Photo: 4�1_8_041p2012_142714 A.JPG, Media No::
041012 �, 00;13:14
220FT, TeP Break-ln, at 12 o'Gock, -, within 8 inches of joinr
NO; 18"
Phofo: 4_i_10 04102012_142921�1.JPG, Media No::
04101�1; 00;14:54
229.9Ff, Materiai Change, Reinforced concrete pipe
' '�,yrte UtUf �
�o���
City :
�ortn,-rx.
Acme Televls(on Gompany
i544 VaAwodParkwaySude foo
Carrollto2 7X 75008
ra: o�s-aa� na�
�nvxcacmelapetelwmpeny.com
�mail: aanelnspedion�yahao.con
Inspection photos
Veet : Date : Pipe Se�ment Reference : SectiorrNo :
OTH Street 4
ES.T:N,10TH $traqi$torm Dra,ln FT.Worth,TX. /! paae: 21 ����
�
Photo: 4_1_13 04102012 143148_A.JPG, Media No::
041012_i, 00:16:35
245.2FT, Tap Break-In, at 01 o'clock, -, within 8 inches of JofnL•
NO, 16"
ENGINEERING SOLUTIONS AND TECHNOLOGY, (NC.,
Civil / Environmental Engineers
DALLAS, TEXAS
Phone: (972) 243-2227 Cell: (972) 978-9583 Fax: (972) 798-9002
GC-4.04 Underground Facilities
None
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Jniy i, 201 L
GC-4.06 Hazardous Environmental Condition at Site
None
CiTY OF FORT WORTH West Downtown Structural Rehabititation — W 10`" Street
STANDARD CONSTRUC'ITON SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
GC-6.06.D Minority and Women Owned Business
Enterprise Compliance
MBE Good Faith Effort Form
MBE Joint Venture Eligibility Form
Prime Contractor Waiver Form
Minority Business Enterprise Specifications
MBE Subcontractors/Suppliers IJtilization Form
SBE Good Faith Effort Form.
SBE Joint Venture Eligibili�ty Form
SBE Prime Contractor Waiver Form
Small Business Enterprise Specifications
SBE Subcontractors/Suppliers Utilization Form
CITY OF FORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised July 1, 2011
FORT WORTH
r~��-�-----' City of Fort Worth
ATTACHMENT 1C
Page 1 of 3
MBE Good Faith Effort Form
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 fhru 11 below,
shali satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete.this form, in its entirety with supporting documentatfon,:and it being submitted to and
received by the Managing Dep�rEment on or before 5:00 p.m: five (5) City business days after bid opening,
exclusive of,bid opening date, will result in the bitl being considered non-responsive to bid specifications.
1.j Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF
' FIRMSI On ali projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Rev. 8/30/12
�If the Offeror did not meet or exceed the MBE sulicontracting goal for this` proJect, the Offeror must complete this
form.
ATTACHMENTIC
Page 2 of 3
2.) Obtain a current (not more than two (2) months oid from the bid open date) iist of MBE subcontractors
and./or suppiiers from the City's M/WBE Office or the City's website.
Yes Date of Listing
No
3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
❑ Yes (If yes, atfach MBE matl listing to Include name of firm and address and a dated copy of letter mailed.)
�No
4.) Did you solicit bids from MBE firms, within the subcontracting andlor supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes (If yes, attach list to Inciude name of MBE firm, erson contacted, phone number and date and time of contact.)
�No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
npened?
�_Yes (If yes, attach Iist to Indude name of MBE firm, fax number and date and time of contact In additlon, if the fax ts
returned as undeliverabie, then that "undeliverabie confirmation" recelved must be prLnted dfrectiy from the
facsimile for proper documentatton. Failure to submk conflrmation and/or "undeliverable conflrmation"
documentatlon may renderlhe GFE non-responsive.)
_a No
6.) Did you solicit bids from MBE �rms, within the subcontracting and/or supplier areas previously (isted,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
,�_Yes (If yes, attach emaii Conf(rmatlon to Inciude name of MBE �rm, date and ime. In addition, if an emaU Is returned as
undeliverabie, then that "undeliverable message" recelpt must be printed dlrectly from the ematl system for proper
documentation. Failure to submit coniirmation and/or "undeliverable message" documentation may render the
GFE non• responsive.)
,�_�O
NOTE: : The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied tothe.appiicable contract. The Offeror musf.document that either at (east.two attempts
were made using two of the four:methocls or that at.least one successful contact:was made using one of
the .four method$ irr order to be deemed;,responsive to th� Good Faith Effort requirement..
: The Offeror must contact the ;entire MBE "list specific to each subcontracting and supplier
tunity to`be.in,compliance with questions 3 through 6.
?.) Did you provide plans and specifications to potentiai MBEs?
Yes
�Mo
8.) Did yow provtde the information regarding the location of plans and specifications in order to assist
the MBEs?
Yes
No
Rev. 5/30112
ATTACHMENT 1C
Page 3 of 3
9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
YeS (if yes, attach aii copfes of quotatlons.)
No
10�Was the contact information on any of the listings not valid?
��YeS (If yes, aftach the information that was not valid in order for the MtWBE Office to address the corrections
needed.j
�_No
11.)Submit documentation if MBE quotes were rejected. The documentation submiited shouid be in the
forms of an affidavit, inciude a detailed explanation of why the MBE was rejected and any supporting
documentation the Offerar wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for con�dential in-camera access to and inspection of any
relevant documentation by City personneL
Please use addltionalsheets, ifnecessa , and atfach.
Com an Name Tele hone Contact Person Sco e of Work Reason for Re ection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangemenis submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files heid by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentionai and/or knowing misrepresentation of facts wiil be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federai, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
Rev. 5I30/12
ATTACHMENT1C
Page 4 of 3
contract and may result in a determination of an irresponsibie offeror and debarment
from participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the information provided and the MBE(s) listed was/were
contacted in good faith. it is understood that any MBE(s) listed in Attachment 1C wili be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
Authorized Signature Printed Signature
Title
Company Name
Address
City/State/Zip
Contact Name and Title (if different)
Phone Number Fax Number
Email Address
Date
Rev. 5l30H 2
Joint Venture
Page 1 of 3
FORT WORTH
CITY OF FORT WORTH
MBE Joint Venture Eli�ibilitv Form
All questions raust be ans�vered; use "N/A"ijnot app/icnble.
Name of City project: west Downtown Structurei Rehabilitation- W 10th Street
A joint venture form must be completed on g� project
RFPBid/Purchasing Number;
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Piease attach exfra sheets if additional space is required to provlde detalled expianafions of work to be performed by each flrm comprising the
olnt venture
MB� firm Non-MBE firm
nnme• name•
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Fncsimile E-mail Telephone Facsiinile
Cellular Ceilular
Ccrtificntion Status: E-mail address
Nnme of Certifying Agency: _ , _ � , �- �_.�;��� . � . � „� �
x ;
� �� ��x
2. Sco e of work erformed b the Joint Venturet
Describe the sco e of work of the MBE: Describe the sco e of work of the non-MBE:
Rev, 5/30/12
Jo(nt Venture
Page 2 of 3
3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not complele tf this rnfornration is described in joirt! ventm�e agreement)
Profit and toss sharing:
Capital contributions, inciuding
equipment:
Other applicable ownership interests:
6. Identify by name, race, sex and �rm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
c. Hiring and Firing of management
personnel
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office wiil review your joint venture submission and
witl have final approval of the MBE percentage applied toward the goai for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediately for approval. Any unjustified change ar deletion shall be a materiai breach of contract and
may result in debarment in accord with the procedures outlined in the City's BDE Ordinance.
Rev. 5/30/12
Joint Venture
Pa e3of3
AFFIDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all material information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint yenture the stated scope of work, decision-making responsibilities and payments
herein.
The City also reserves the right to request any additional information deemed necessary to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the p1•ovisions of this joint
venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false
statements or willful misre resentation of facts.
Name of MBE firm Name of non-MBE firm
Printed Name of Owner Printed Name of Owner
Signature of O�vner Signature ofOwner
Printed Name of O�tmer Printed Name of Owner
Signature ofOwner Signature ofOwner
Title Title
Date Date
Notarization
State of
On this
County of
day of , 20 , before me appeared
and
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission Expires (senn
Rev. 5/30/i 2
FORT WORTH
_._� ._
Fa
�:,
City of Fort Worth
Prime Contractor Waiver Form
ATTACHMENT16
Page 1 of 1
1 py;tne Manaqinq Department on or before "' `
:lusive of the bid'opening date, will result in the:
�':in its`
Will you pertorm this entire contract withoui subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this NO
project, this is your normai business practice and provide an operational profile of your business.
Will you perform this entire contract without suppliers? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business. NO
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by aii subcontractors, including MBE(s) on this contract, the payment therefore
and any proposed changes to the original MBE(sj arrangements submitted with this bid. The bidder also agrees
to allow an audit and/or examination of any books, records and files held by their company that will substantiate
the actuat work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or Locai
laws concerning faise statements. Any failure to comply with this ordinance creates a material breach of contract
may result in a determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one (1) year.
Authorized Signature
Title
Company Name
Address
Clty/State/Zip
Printed Signature
Contact Name {if different)
Phone Number Fax Number
Email Address
Date
Rev. SI30112
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). Ail questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1 C. This form is only appiicabie if hQih answers are yes.
F_ ORT WOrRTH
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total doilar value of the contract is greater than $50,000, then a MBE subcontracting goal may b�
applicable. If the total dollar value of the'contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.' _
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the futl and equitabie participation by Minority Business Enterprises
(MBE) in the procurement of ail goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance appiies to this bid.
MBE PROJECT GOALS
The City's MBE goal on this project is � � % of the total bid (Base bid applies to Parks and Community Services).
Pfote: If both MBE and SBE subcontracting goals are estabiished for this project, then an Offeror must
submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above sta4ed MBE goai through MBE subcontracfing participation, or
2. Meet or exceed the above stated MBE goai through MBE Jofnt Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation,
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicabte documents must be received by the Managing Department, within the foilowing times
for the entire bid to be considered responsive to the specifications. ��f�i��: ii%� ;!�eii�Er ���.� ��
in order
Rev. 5/30/12
fAIWRE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
' THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS
Any questions, please contact ihe MIWBE OfFice at (817) 212-2674.
��
ATTACHMENT1A
Page 1 of 4
FO--��� City of Fort Worth
�
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
SAK Construction, LLC
PROJECT NAME: M/W/DBE }{ NON-MINVDBE
West Downtown Structural Rehabilitation - W 10th Street BID DATE
2/28/13
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
10 0�0 , g o�0 01364
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 15t tier, a payment by a subcontractor to
its supplier is considered 2"d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
{�.
FOR� ATTACHMENT1A
Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's MNVBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTOR/SUPPLIER T � Detail Detail
CompanyName i Subcontracting Supplies DollarAmount
Address e M W S M Work Purchased
TelephonelFax r B B B B
E E E E
See a ached � � �
s eadsheet
F� 1.0.1�1 WvISEr�a�lo`� LLC. GONG��/C f' Maf�t,� �'�' •o
.� l Zp OUO . —
1�04 OAK. vC�ol.LD2�vE QYou.'�eGi ��tu.�p,n1�k-f J
�'T �o2'rY1� T�x+4S -lbll-7 `�ln��,.f r� �
���.Z�1.3`3� / .
X G'e nS�-ccc.fiorJ. �s `-`�� y
+ b��k -�,'ll
Cow%wn .P��'•�'�I�x
i. D. /6 z,327 2tni n.ti,c $ls,000. "
Ft. �✓o-,�, T{x� 7G/G/ X❑ ❑ �K�T�k.
8i� �.s9. i9�9
t?i�. �� 5. � ��6
l✓j(�Nun'7 Ivl�4Nl�FoC_E -f �.!'E/�
�o�y.�.okNo �,h�.'�y c�r✓ � �. 9 8� �o
�f28 n�. F��sr sT. ��ti�
G�f�-�i4� TX 7S�`%� � � /2c-7�i�,r3
972. 276. Zo Y�
97z. z?�. S3 i�
❑ ❑ ❑
❑ ❑
Rev. 5/30/12
I i !,
i�
I
FOEtTV4�ORTH ATTACHMENT 1A
Page 3 of 4
Primes are required to identity ALL subcontracfors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. if a subcontractodsuppiier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's MNVBE Office which may be contacted for
verificafion. Please note that onl certified MBEs wiil be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCONTRACTORISUPPLIER 7 " Detail Detail
Company Name i Subcontraciing Supplies Dollar Amount
Address e M W S M Work Purchased
TelephonelFax r B B B B
E E E E
� �
� �
� �
� �
� �
� �
Rev. 5/30/12
ATTACHMENT1A
FORT WORTH Page 4 of 4
�
Total Dollar Amount of MBE Subcontractors/Suppliers �/ s s, oao .==
Total Dollar Amount of Non-MBE Subcontractors/Suppliers � q, �bo, ��
70TAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS �/h�'� �0�. �
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval of
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work perFormed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federai, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
�
Boyd Hirtz
Aut o ize Si ure Printed Signature
Vice President
Title
N/A
Contact Name/Title (if different)
SAK Construction, LLC
Company Name
864 Hoff Road
Address
O'Fallon, MO 63366
City/State/Zip
u
(636) 385-1000 (636) 385-1100
Telephone and/or Fax
bhirtz@sakcon.com
E•mafl Address
�,0��¢i�- �'!, zd 3
�.�a�lr ,
Date
Rev. 5/30/12
Far��
City of Fort Worth
SBE Good Faith Effort Form
ATTACHMENT 1C
Page 1 of 4
If the Offeror's method of compliance with the SBE goal is based upon demonstration of a
"good faith effort", the offeror will have the burden of correctiy and accurately preparing and
submitting the documentation required by the City. Compiiance with each item, 1 thru 10 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to ;complete' this form, in ., its ':entirety with' supporting documentation, and ' received by; the
Managing Department on or befare 5:00 p.m. five (5);Gity business days after bid opening, exclusive of
bid opening date, wili result in the bid being considered nori-responsive to bid specifications.
1.) Piease list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a SBE or non-SBE. (DO NOT LIST NAMES OF
FIRMS) On Combtned Projects, list each subcontracting and or supplier opportunity through the 2"
tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Rev. 6/30H 2
If you have failed to'secure SBE participation and you have subcontracting`and/or supplier opportunities'or ifyour
8BE paiticipation is:less than the City's project goal, you must complete this form.
ATTACHMENT1C
Page 2 of 4
2.) Obtain a current (noE more than two (2) months old from the bid open date) list of SBE subcontractors
and/or suppliers from the City's M/WBE Office or the City's website.
Yes Date of Listing / /
No
3.) Did you solicit blds from SBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by maii, exclusive of the day the bids are opened?
❑ Yes (If yes, attach SBE mail listing to Include name of firm and address and a dated copy of letter malled.)
�No
4.) Did you solicit bids from SBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exciusive of the day the bids are
opened?
❑ Yes (If yes, attach Ilst to include ame of SBE firm, ea rson contacied, phone number and date and time of contactj
]�[No
5.) Did you solicit bids firom SBE firms, wlthin the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
�_Yes
� •
(if yes, attach Ifst to include name oi SBE f(rm, fax number and date and tfine of contact In addition, if the fax is
returned as undellverable, then that "undeliverable coniirmation" recetved must be printed directty from the
facsimlle for proper documentation. Failure to submtt conflrmation and/or "undeiiverabie confirmation"
documentatton may render the GFE non-responsive.)
6.) Did you solicit bids from SBE firms, within the subcontracting and/or suppiier areas previously listed,
at least ten calsndar days prior to bid opening by email, exclusive of the day the bids are opened?
�_Yes
� •
(if yes, attach emafi confirmation to include name of SBE tirm, a e and fine. In addition, If en ematl is returned as
undelfverabie, then that "undel(verabie message" recefpt must be prfnted directly from the emafl system for proper
documentation. Failure to submlt confirmation and/or "undellverable message" documentation may render the
GFE norn responsive.)
NOTE:' THe :four methtids identified above :are acceptable for solictting bids, and ;each selected method
must.be applied to :fhe appiicabie.contract. The Offeror must document that either at least two attempts
were made using two of the four methods or thatat least one successful contact was made using,one of
the four methods in;order'to be de,emed::responsive to the Good Fatth:Effort requlrement.
OTE: ' The.` Offeror must contact the ;entire SBE `list specific to each subcontracting and supplier
pportunity to be in'compiiance,with questions 3 through 6. -
?. id you provide plans and specifications to potential SBEs?
Yes
No
8.) Did you provide the information regarding the location of plans and specifications in order to assist
he SBEs?
lfes
No
Rev. 5/30112
ATTACHMENT 1C
Page 3 of 4
9. Did you prepare a quotation for the SBEs to bid on goods/services specific to their skiil set7
Yes (if yes, attach ali coples of quotations.}
No
10. Was the contact information on any of the listings not valid?
Y2S (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections
needed.)
❑ No
11.)Submit documentation if SBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the SBE was re)ected and any supporting
documentation the offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the offeror will provide for confidential in-camera access to and inspection of any
relevant documentation by City personneL
P/ease use addlt/onal sheets, if necessa , and attach.
Com an Name Tele hone Contact Person Sco e of Work Reason for Re ection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
SBE participation on this project.
The Offeror further agrees to provide, directly to the City upon request� complete and
accurate information regarding actual work perFormed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books� records and
files held by their company that wili substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentionai and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning faise
statements. Any failure to aomply with this ordinance and creates a materiai breach of
contract may resuif in a determination of an irresponsibie offeror and barred from
participating in City work for a period of time not less than one (1) year.
Rev. 6/30/12
ATTACHMENT 1C
Page 4 of 4
The undersigned certifies that the information provided and the SBE(s) listed was/were
contacted in good faith. It is understood that any SBE(s) listed in Attachment 1C will be
contacted and the reasons for not using them will be verified by the City's MIWBE
Office.
Authorized Signature
Title
Company Name
Printed Signature
Contact Name and Title (if different)
Phone Number Fax Number
Address
City/State/Zip
Email Address
Date
Rev. 6/30/12
Joint Venture
Page 1 of 3
FO, RT �VORTH
s CITY OF FORT WORTH
SBE Joint Venture Eligibilitv Form
All questions nu�st be mrswered; use "NA" If �rot �rpplicab/e
Name of City project: West Downtown Structural Rehabilitation- W 10th Street
A joint venture form must be completed on each project
RFP/Bid/Purchasing Number:
1. Joint venture information:
Joint Venture Name:
Joint Venture Address:
nipPPlicable)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Please attach extra sheets if additional space is required !o provide detailed expianations of woric to be periormed by each firm comprising the
olnt ventu�
SB� firm Non-SBE firm
name• name•
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular Cellular
Ce�tification Status: E-mail nddress
Name of Certifying Agency: : � r .P .�� . ., � __: u , . . �, ,.
§
_ ,'=� - r� , :
�' •��
2. Sco e of work erformed b the Joint Venture:
Describe the sco e of work of the SBE: Describe the sco e of work of the non-SBE:
Rev. 5I30/12
Joint Venture
Page 2 of 3
3. What is the percentage of SBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do not comple[e if dTis information is desc��ibed ri� joint ventzu•e agreement)
Profit and loss sharing:
Capital contributions, including
equipment:
Other applicable ownership interests:
6. Identify by name and firm those ind'rviduals (with titles) who are responsible for the day-to-day management
and decision malcing of the joint ventare:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
a Hiring and Firing of management
personne(
d. Purchasing of major ec�uipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office wiil review your joint venture submission and
will have final approval of the SBE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the do�lar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediatety for approval. Any unjustified change or deletion shail be a materiai breach of contract and
may result in debarment in accord with the procedutes outiined in the City's BDE Ordinance.
Rev, 5130/12
Joint Venture
Pa e3of�
AFFiDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all materiai information
necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
herein.
The City also reserves the right to request any additional information deemed necessary to determine ifthe joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, intetviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false
statements or willful misre resentation of facts.
Name of SBE firm Name of non-SBE firm
Printed Name of Otivner Printed Name of Owner
Signature of Otvner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Qwner Si$nature of O�mer
Title Title
Date Date
Notarization
Stafe of
On this
day of
County of
20 , before me appeared
and
to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this �davit and did so as their fi•ee act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission Expires _
(senn
Rev. 5/30/12
FoR �W�
City of Fort Worth
SBE Prime Contractor Waiver Form
ATTACHMENT1B
Page 1 of 1
PRIME COMPANY NAME: Check appiicable biock to describe prime
PROJECT NAME: S/DBE NON-S/DBE
West Downtown Structurai Rehabilitation- W 10th Street BID DATE
City's SBE Project Goal: Prime's SBE ProJect Commitment: PROJECT NUMBER
��a o�0 01364
Wili you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this NO
project, this is your normal business practice and provide an operationai profile of your business.
Will you perform this entire contract without suppliers? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
projecf, this is your normal business practice and provide an inventory profile of your business. NO
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including SBE(s) on this contract, the payment therefore
and any proposed changes to the original SBE(s) arrangements submitted with this bid. The bidder also agrees
to allow an audit and/or examination of any books, records and files held by their company that wiil substantiate
the actual work performed by the SBEs on this contract, by an authorized officer or empioyee of the City. Any
intentional andior knowing misrepresentation of facts wili be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or �ocal
laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract
and may resuit in a determination of an irresponsible offeror and barred from participating in City work for a period
of time not less than one (1) year.
Authorized �ignature
Title
Company Name
Address
City/State2ip
Printed Signature
Contact Name (if different)
Phone Number Fax Number
Email Address
�ate
Rev. 6/30l12
if both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1C. This form is oniy applicable if bsih answers are yes.
F4_RT �VVORTH
City of Fort Worth
Smali Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
___
If the total dollar value of the contract is greaterthan $50,000, then a SBE subcontracting goal may be
appiicabie. If the tofat dollar value of the contract is $50,000 tess than a SBE subcontractinq qoal is not appti
POLICY STATEMENT
It is the poiicy of the City of Fort Worth to ensure the full and equiiable Participation by Small Business Enterprises
(SBE) in the procurement of ali goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
SBE PROJECT GOALS
The City's SBE goal 011 th'ts project is 0 % of the tota) bid (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are estabiished for this project, then an Offeror must
submit both a MBE Utilization Forrn and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where an SBE subcontracfing goal is apptied, bidders are required to compiy
with the intent of the City's Business Diversity Enterprise Ordinance by either of the following:
1. Meet or exceed the above stated SBE goal through SBE subcontracting participation, or
2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTA� OF REQUIRED DOCUMENTATION
The appticable documents must be received by the Managing Department, within the foilowing times al
for the entire bid to be considered responsive to the specifications. ;�� _-_ t� �� a,, e i�rs ��-iBC�
�
FAI�URE'i'O COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESU�TiN
THE BID BEING CONSIDERED NON=RESPONSIVE TO SPEGFICATIONS
Any questions, please contact the MIINBE Office at (817) 212-2674.
Rev. 5/30/12
ATTACHMENT1A
Page 1 of 4
FORT WORTH City of Fort Worth
SBE Subcontractors/Suppliers Utilization Form
Failure �o complete this form; in its entirety with requested documentation, and received by"tlie Managing
Deparfinent on or before 5:00 p.m. fiive (5) Gity business days after bid opening, exc(usive ofbid opening date,
will result`in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the SBE firm(s) listed in this utilization I
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intenfional andlor knowing .
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive.to bid specifications
SBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant. Dallas, Denton. Johnson. Parker. and Wise counties
Identify each 'Tier IeveL Tier is the level of subcontracting below the prime contractor, 'i.e., a direct
payment from the prime contractor to a subcontractor is considered 15f tier; a payment by a subcontractor to
its supplier is considered 2nd tier
ALL SBEs MUST BE CERTIFIED PRIOR TO CONTRACT AWARD.
Small Business Enterprise (SBE) is defined as a business concern located in the marketplace that meets the
Unites States Small Business Administration definition of a small business as outlined in the code of Federal
Regulation 13 CFR 121. Firms certified as a Disadvantaged Business Enterprise (DBE) also meet small
business enterprise requirements.
Additionally, the City w'ill accept firms certified as SBEs by Federal agencies or other certifying agencies that
the City may deem appropriate and accepted by the City of Fort Worth. The City, at its discretion may elect to
not accept a SBE certification and/or its assertion that it meets all certi�cation requirements; If it is
determined to be in the best interest of the City.
Further, the City reserves the right to request SBEs, seeking to do business with the City, allow an audit and/or
examination of any books, records and files held by the SBE that will substantiate its SBE certification.
Any intentional and/or knowing misrepresentatton of facts will be grounds for terminating any active contracts
and/or debarment from City work for a period of not less than three (3) years and for initiating action under
Federal, State or Local laws concerning false statements.
If h�uling services are utHized, the prime will be given credit as long as the SBE tisted owns and operates
at least one fully licensed and operational truck to be used on the contract: The SBE may lease trucks from
anofher SBE firm; including SB� owner-aperators, and receive full SBE credit. The SBE may lease trucks
from non-SBEs; including owner-operators, 'but will only receive credit for the fees and commissions earned
b the SBE as outlined in the lease a reement.
Rev. 5/30N 2
Identify all subcontractors/suppliers you will use on this project
ATTACHMENT1A
Page 2 of 4
FoR_ r�Tx
Primes are required to identify ALL subcontractors/suppliers, rega[dless of status; i.e., SBEs and non-SBEs.
SBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supptier is identified as a SBE, please attach a copy
of the firm's SBE certification if fhey have not previously registered with the City's M/WBE Office.
The M/WBE Office ma be contacted for verification.
N
NCTRCA OTMER o
SUBCONTRACTORISUPPLIER T " Detail Detail
Company Name I Subcontracting Suppiies
Address E MpBE e Attach SBE S Work Purchased Doilar Amount
TelephoneiFax certlfied Certiflcatton B
E
� �
� � .
� �
a ❑
❑ ❑
❑ a
Rev. 5/30/12
ATTACHMENT1A
FO$_ _ TWORTN Page 3 of 4
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Primes are required to identify 4LL subcontractors/suppliers, regardless of status; i.e., SBEs and non-SBEs.
SBE firms are to be Hsted first, use additional sheets if necessary. If a subcontractoNsupplier is identified as an SBE, please attach a copy
of the firm's SBE certification if they have not previously registered with the City's M/WBE Office.
The M/WBE Office ma be contacted for verification:
N
NCTRCA OTHER o
SUBCONTRACTOR/SUPPLIER T " Detail Detail
Company Name t Subcontracting Supplies DollarAmount
Must be
Address e pgE Attach sBE s Work Purchased
Telephone/Fax r certified Certificatton B
E
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Rev. 5/30/12
FORT WORTH
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ATTACHMENT1A
Page 4 of 4
Total Doilar Amount of SBE SubcontractorsiSuppliers $
Total Doilar Amount of Non-SBE 5ubcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $
_ _ __
The Contractor will not make atltlitions, deletions, ot substitutions to this certified list without the prior approval
of the Minority and :Women Business'Enterprise Office #hrough the submittal of a Request for Approval o
Change/Addition form. Any unjustified change or deletion shali be a material breach of contract and'may
resuit in debarment in accord :with the procedures outiined in the ordinance. Ttie Contractor shall submit a
detailed explanation of how the requested ctiange/addition or deletion wili affecf the committed SBE gpal. If the
detaii expianation is not submitted, it wiii affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work perFormed by ali subcontractors, including SBE(s)
and any special arrangements with SBEs. The Offeror aiso agrees to ailow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to ailow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppiiers particGpating on the
contract that wiil substantiate the actual work pertormed by the SBE(s) on this contract, by an authorized
officer or employee of the City. Any intentionai and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning faise statements. Any failure to comply with this
ordinance creates a materiai breach of contract may resuit in a determination of an irresponsible Offeror and
barred from participating in City work for a period of time not less than one (1) year.
Authorized Signature
Tftle
Company Name
Address
C(ty/State/ZiP
Frinted Signature
Contact NamelTitie (if different)
Telephone and/or Fax
E-mail Address
qate
Rev. 5/30/12
GC-6.07 Wage Rates
Mayor and Council Communication
Prevailing Wage Rates 2008
CiTY OF PORT WORTH West Downtown Structural Rehabilitation — W 10'" Street
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS 01364
Revised Juty 1, 2011
City of F`o,rt Worth, Texas
Mayor and Cauncil Communication
COUNCIL ACTIONc Appraved an 7/8/2008
DATE: Tuesday, July 08, 20Q8
GC}G NAME: 30WAGE RATES
REFERENCE NO.: **G-16190
SUBJECT:
Adopt 2008 Prevailing Wage Rates fbr Ciiy-Awarded Public-Works Projects
RECOMMENDATION:
it is recommended that the City Council adapt the attached 2008 Prevailing V1lage Rates for City-awarded
public works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a pubiic body awarding a contract for pubiic works
shall determirie the general prevailing rate df per di�m wages for each craft o� type of worker needed to
execute the contract, and shali specify In the bid documents and in the confract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, in conJunction with the Association of
Buiiders and Contracto�s (ABC) and the American Sub-Contractors Assaciation (ASA), canducts a wage
rate survey for North 7'exas construction. The attached 2008 Prevailing Wage Rate data was comp3led fram
that survey.
FISCAL WFORMATIONICERT1�tCAT10N:
The Finance Director certifies that this action will have no material effect on City funds.
TO Fund/Accouni/Ceniers
�ROM FundlAccountlCenters
3�abmiited for City Manager's Office b}t�
Oria'�nating Department Head:
Fernando Costa {8476)
A. Dougias Rademaker (6157)
�Idditional Inforrt�aiion ConEact: Eric Bundy (7598)
IiEAVY & HIGHWAY CONSTRUCTION
PREVATLING WAGE RATES 2008
GC-6.09 Permits and Utilities
���
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CT!'Y OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS
Revised Juiy 1, 2011
West Downtown 3muctural Rehabilitallon — W 10`" Street
. 01364
GC-6.24 Nondiscrimination
None
CITY OF FORT WOR7'H West Downtown Structural Rehabilitation— W!0'" Street
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01364
Revised Juty i, 2011
GR-01 60 00 Product Requirements
None
CTTY OF FORT WORTH West Downtown Structural Rehabilitation— W 10°i Street
STANDARD CONSTRUCTION SPECITICATION DOCUMENTS O1364
Revised July 1, 2011