HomeMy WebLinkAboutContract 45303 (2)� 1IC1l�!'�1RRY L
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FORTWORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
k
Betsy Price
Mayor
Tom Higgins
City Manager
S. Frank Cruinb, P.E.
Director, Water Department
Prepared for
The City of Fort Worth
Water Department
2013
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DFW Airport Reclaimed Water Delivery System Flushline
Sewer Project No. P275-705290-202583
DOE No. 7013
City Project No. 02025
TranSystems
>Ol) VV. 7'�' Sti•eet, Suite # 1 10O
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l�ort Wc�rth, 'I'a 76102 —;�� OF T����
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i MICHAEL R. HOBBS
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C/t,j/ Of FOri' VVOrtl1, T@Xa$
Mayor and Council Communication
COUNCIL ACTION: Approved on 12/17/2013
DATE: Tuesday, December 17, 2013
LOG NAME: 60DFWFLUSH-NTC
REFERENCE NO.: **G26611
SUBJECT:
Authorize Execution of a Contract with North Texas Contracting, Inc., in the Amount of $455,324.00 for
DFW Airport Reclaimed Water Delivery System Flush Line and Provide for Project Costs and
Contingencies for a Project Total in the Amount of $495,090.00 (COUNCIL DISTRICT 5)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with North Texas
Contracting, Inc., in the amount of $455,324.00 for the DFW Airport Reclaimed Water Delivery System
Flush Line.
DISCUSSION:
On December 4, 2012 (M&C C-25986), the City Council authorized the City Manager to execute an
Engineering Agreement with TranSystems Corporation d/b/a TranSystems Corporation Consultants for
the preparation of plans and specifications for the DFW Airport Reclaimed Water Delivery System Flush
Line.
The proposed line will be utilized to flush the Eastside Reclaimed Water System to the DFW International
Airport. Since the Reclaimed Water System is not in service all the time, the reclaimed water must be
periodically flushed to prevent stagnation. The flushed reclaimed water must be conveyed in a pipe line to
a nearby Trinity River Authority Regional sewer main because reclaimed water is considered wastewater
by the Texas Commission on Environmental Quality and cannot be flushed onto open ground.
The project was advertised for bid on September 5, 2013 and September 12, 2013 in the Fort Worth Star-
Telegram. On October 3, 2013, the following bids were received:
Bidder Corrapletion
North Texas Contracting, Inc.
William J. Schultz, Inc. d/b/a
Circle "C" Construction Company
Amount Tim� ofi Completaon
$455,324.00 180 Calendar Days
$547,225.00
M/WBE Office - North Texas Contracting, Inc., is in compliance with the City's BDE Ordinance by
committing to 16 percent MBE par�icipation on this project. The City's MBE goal on this project is 12
percent.
In addition to the contract cost, $17,000.00 is required for construction staking, project management,
material testing and inspection and $22,766.00 is provided for project contingencies.
The project is located in COUNCIL DISTRICT 5, Mapsco 56G.
Logname: 60DFWFLUSH-NTC Page 1 of 2
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Sewer Capital Projects Fund.
FUND CENTERS:
TO Fund/Account/Centers
CERTIFICATIONS:
Submitted for City Manager's Office bv:
Originating Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
P275 541200 705290202583
Fernando Costa (6122)
S. Frank Crumb (8207)
Roberto Sauceda (2387)
$455, 324.00
ATTACHMENTS
1. 2. 60DFWFIush-NTC(P275 - FAR Funds verification 11-26-2013 JCTLdocx (CFW Internal)
2. 60DFWFLUSH-NTC COMPLIANCE.pdf (CFW Internal)
3. 60DFWFLUSH-NTC MAP.pdf (Public)
4. FAR-00002 CIP#02025 P275.pdf (CFW Internal)
Logname: 60DFWFLUSH-NTC Page 2 of 2
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TAf3LG QF C:C?NT'ENl�S
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S�CTION 00 00 00
TABLE OF CONTENTS
Division 00 - Caeneral Conditions
00 OS 10 Mayor and Council Communicatian
00 OS I 5 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructioi�s to Bidders
00 35 13 Conflict of Interest Affidavit
04 41 00 Bid Fonn
00 42 43 Yroposal Form Unit Price
00 43 13 Bid Band
00 43 37 Vendar Compiiai�ce to State Law Nonresident Bidder
d0 45 i l �3idders Prequalifications
00 45 12 Prequalificatian Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 4Q Minority Business Enterprise GoaI
00 52 43 Agreement
00 61 13 Performance Band
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
�ivision 01 - General Requirements
Ol 11 00 Summary of Wark
01 25 00 Substitution Procedures
Q 1 31 19 Preconstruction Meeting
Ol 31 2Q Project Meetings
Ol 32 16 Construetion Progress Schedule
OI 32 33 Preconstructian Video
Ol 33 00 Submiitals
01 35 13 Special Project Procedures
Ol 45 23 Testing and Inspection Services
O1 SQ 00 Temporary Facilities and Controls
01 55 26 Street Use Permit and Modificatians to Traffic Control
Ol 57 13 Sionn Water Foliution Prevention Plan
41 58 13 Tem�orary Project Signage
01 60 00 Product Requirements
Ol 66 OQ Product Storage and Handling Requirements
O1 70 00 Mobilization and Remobilization
Ol 71 23 Construction Staking and Survey
Ol 74 23 Cleaiung
Ol 77 19 Closeout Requirements
O1 7� 23 Operation and Maintenance Data
Ol 78 39 Projeet Record Documents
CITY OF FORT WORTH DFW Aarport Reclaimed Wat�� Deliv�y System Flusl�line
STANDARD C�NSTRUCTION SPECiFICATIQN DOCUMENI'S City Prqiect No. 02025
Revised December 2�, 2012
OOOOGO-Z
TABLE OF CONTENTS
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Technical Specifications which have been modifed by the Engineer specificall,y for this
Project; hard copies are inctuded in the Project's Contract Documents
Di��ision 31 - Earthwark
31 25 00 Erosion and Sediinent Control
I3ivision 32 - Exterior Improvements
32 11 23 Flexible Base Courses
32 92 13 Hydro-Mulciling, Seeding, ai�d Sociding
Division 33 — Utilities
33 OS 10 Utility Trench Excavation, Embedment, and Backfill
Divisian 34 - Transportatfon
Technical Specifica�ions listed below are fncluded for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
�lSl?i:i`� �IiiitC:lfi7�:�rlllt,'L}llli�zll� LCw1Y1�t�iclil'��r��F1�'tFlE�l'ttlr j�'.�1{IllICL� (}">r�.�-}�_
%�OCo�istsuction%20Docunients/S�ecifications � � �� �
Division 02 - Eacisfing Conditions
02 41 13 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
Division (;3 - Concrete
03 3Q 00 Cast-In-Place Cancrete
03 80 d0 Ivlodiiications to Existing Concrete Structures
Division 31 - Earthwork
31 23 16 Unclassified Excavation
Divisian 32 - Exterior Improvements
I)ivision 33 - Utilities
33 01 30 Sewer and Ivlanhole Testing
33 O1 31 Closed Circuit Television (CCTV} Inspection
33 03 10 Bypass Purnping of Existing Sewer Systetns
33 04 12 Magnesium Anade Caihodic Protection System
33 04 40 Cleaning and Acceptance Testing of Water Nlains
33 OS 13 Frame, Cover and Grade Rings
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 OS 16 Concrete Water Vaults
33 OS 26 Utility Markers/Locators
33 OS 30 Location of Existing Utilities
33 I 1 OS Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pipe
33 11 l l Ductile Iron Fittings
33 11 12 Palyvinyl Chloride (PVC) Pressure Pipe
33 12 11 Large Water Meters
33 12 20 Resilient Seated Gate Valve
C1TY UF FORT WORTH DFW Airpoi�t Reclaimed Water Delivery System Flusliline
STATdDARD C.ONSIRUCTION SPLCIFtCATION DOCUA�ENTS City Project No. 02025
Revised December 20, 2012
a00000-3
TABLE dF C�NTENTS
Page 3 of 3
1 33 �2 25 Cannection to Existing Water Mains
2 33 49 I 0 Cast-in-Place Manholes and Jurection �oxes
3
4 A�g�e�d�x
5 GC-4.04 Underground Facilities
6 C�C-6.06.D Minority and Women t"�wn�d Busin�ss Enterprise Compliance
7 C�C-6.07 Wage Rates
8 GC-6.09 Pern�its and Utilities
9 GR-0� 6� 00 Product Requirernents
10 A I?Fi�V Environmental Affairs Importation Authorizatian Form
l i B Greneral Notes
12
13 END OF SECTION
C1T4' Ci� FQRT 1�1C7RTH I1F1�7 Ai�po�� Reclaii��e� 1�rat�r i7�:liveiy S�xt�rn Plusl�line
STfi?�'D>i�RD Ct)T�;STRIIC'TIC3h SPE�CiFtCAT1O.N DC7C'LT��tE:�ITS City Prnjz�:t \t�.02t}2S
Rc vised D�cCml��r 2t�. 3() ! 2
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���,`��t'ti�� o� os �o
IvIAYC�R hND COUNCIL CQ'��iMt1;�'ICA"I`tON (�i&C}
EN�7 �F SECTION
CITY OT' F04�1' Wt3R"fH DFW Airport Reclaimed `'��'ater Delivery Syst�;�n Flushiu�e
S'l IiNDIs.KL? CC)NSTRt!C:T7C3N SPECIFlC.4T10N t�OCI)19EN"fS Cit}� ?'r�jcct No. ft��25
ftevi,ed July ], 20 � l
00 Q5 i 5- i
ALiDt:t�lt)r1
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SF,CTION 00 OS IS
ADDENDA
22 E� oF sEe�rioN
C]TY C�F FORT WC3R'Fii
STAND.aRD CONS"I'Rt,CI'ION SPF,CIFICAT[ON DOC.LI�iENTS
RevisedJuly t,2tJ11
DF�V ,4irport Reclaimed Water De(ir��ery Svstcan rlushline
City Project No. 02025
Ot) 1 I 13 - I
INV!'iAT[E)N TO Bli}DERS
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SECTION 00 11 13
INVITATION TO BIDDERS
12ECEIPT t3F BIDS
Sealed bids for the construction of DFW Airport Reclainled Water Delivery System Flushline,
City Project No. 02025 will be received by tl�e City of Fort Worth Purcllasing Office:
City of I'ort Worth
Purchasing Division
1000 Throckrnorton Street
Fort Worth, 1'exas 76102
until 1:30 P.M. CST, Thursday, OCTOBER 3, 2013, and bids will be opened publicly and
read aloud at 2:00 PNF CST in the Council Chambers.
GENERAI. DESCRIP'I'lON E3F WORK
The major work will consist of the (approximate) following:
Construction of l 6" recJaim water flush tii�e, valves, 10" meter a��d 8'diameter pre-cast manhole.
420 LF
1 EA
1 EA
1 EA
1 EA
2,475 SY
16" PVC (C-905) Water Line by Open Cut
10" Meter and Vault
20" Gate Valve
16" Gate Valve
8'Diameter Manhole
6" Flex Base
PREQUALIFICATION
City of Fort Worth
The improvements included in this project nlust 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 Sectian 00 21 13 — INSTRUCTIONS TO BIDDERS.
DFW In#erna�ional Airport
The improvelnents included in t}lis project must be performed by a contractor who is pre-
qualified by the DFW International Airport at the time of bid opening. The prospective bidder
must contact DFW International Airport for the procedures far qualification and pre-qualification.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or ol�tained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworth o� v.org/purchasing/ and
clicking on the �3uzzsaw link to the advertised praject folders on the City's Buzzsaw site. The
Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
suppliers.
Capies of the Bidding and Contract Documents may be purchased fxom :
Transystems
500 W. 7`�' Street, Suite 1100
Fart Worth, TX 76102
CITY OF FORT WORTH
S'I�ANDARD CONSTRUCTION SPEC,IFICATION DOCUMENTS
Revised July I, 20] l
DFW Airport Reclaiined Water Dclivecy System Ftushlinc
City Project No. U2U25
6U 11 13-2
INVITATION'f0 BIDDERS
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817-339-8950
The cost of Bidding a12d Contract Docwnents is:
Set af Biddiz�g and Contract Docuinents witli full size drawings: $60.00
Set of Bidding and Contract Documents with half size (if available) drawings: Nat Avaiiable
PREI�ID C�NFERiNCE
A prebid conference �nay be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following Iocation, date, and tiine:
DA'I'E: Tuesday September 24, 2013
TIli�E: 10: Ot1 AM
P��ACE: TranSystems
500 W. 7`�' Street, Suite 1100
I� ort W orth, TX 76102
817-339-8950
LOCATION: Stockyard Conference Room
CIT'Y'S RIGH'� TO ACCEPT OR ,JECT B�DS
City reserves the rigi�t to waive irregularities and to accept or reject bids.
INQG ES
All inquiries relative to this procureznent should be addressed to the following:
Attn: Robert Sauceda, PE, City of Fort Worth
Email: Robert. sauleda@fortworthtexas.gov
Phone: 817-392-23 $7
ANI}/OR
tlttn: Michael Hobbs, PE, Transystems
Email: mrhobbs@transystems.com
Phone: & 17-334-4449
VERTISE1�EIti'T �A�'ES
September 5, 2013
September 12, ?013
I ►! IZ�� �:137�! Ij[�7�i
CTiY OF FflRT GirORTH DFVJ Aicpoa2 Rec3aimed Water I�eIivei�� S}•s2em Flush3ine
STAl4DA1ZD C'ONSTRUCTIQN SPECIFICATfO% DOCUh-tENTS Cih- Preject ��o. 02025
Revisc-d 7uly 1, _pl l
Ot)?II�-1
INSi i2UC7�IONS TC) EitI3C�EfiS
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SEC1'iON 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Ter7ns used in these INSTRUCTIOI�'S TO BIDDERS, which are defined in Section 00 72
00 - GENERAL CONDITIONS.
1.2. Certain additional ternls used in these INSTRUCTIOI�TS TO BIDDERS have the
meallings indicated below which are applicable to hoth the singular and plural thereof.
12.1. Bidder: Ai�y person, firm, partnership, campany, association, or coiporation acting
directly through a duly authorized represei�tative, submitting a bid for performing
the work conteznplated under the Contract Documents.
1.22. Nonresident Bidder: Any person, finn, partnership, company, association, or
corporation acting directly tlirougl� a duly authorized representative, submitting a
bid for perfoi�ning 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 ��haril City
(on the basis of City`s evaluatian as hereinafter provided} makes an award.
2. Capies of Sidding Documents
2.1. Neither City nor Lngineer shall assume any responsibility for errors or misinterpretations
resulting from tlie Bidders use af incomplete sets of Bidding Documents.
22. City and Engineer in makizig copies of Bidding Docunlents available do so olily for the
purpose of obtaining Bids for the Wark and do not autharize or confer a license or grant
for any other use.
3. Prequalification of Sidders (Prime Contractors and Subcontractors)
3.l .1�11 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 inadverteiitly opened) shall not be considered.
32. Eaeh Bidder unless currently prequalified, must be prepared to submit to City within
seven {7) calendar days prior to Bid opening, the documentation identified in Section QO
45 11, BIDDERS PREQUALIFICATIONS.
3.2.1. Submission of and/or questions related to prequalificatian shauld be addressed ta
the City contact as provided in Paragraph 6.1.
CITY O.F FtJRT WORTH BFW' Aiaport Reclt�imert ti3 ater Delive�}� Syste3n Flusllline
STANDARDCO?�!S"I'RUC"If£�N SPECiF1CATIQN IIt�CtlivIENTS Cit} Projc�;tNo.O?025
Revised December 20. 2012
0021 13-2
1NSTRUCTIONS TO QIDDERS
Pagc 2 of 9
1 3.3.The City reserves the i-i�hi to requii•e a�iy pre-qualified contractor wh� is the appaz�e3lt low
2 bidder(s} for a project to sul�mit such additional inforn�ation as the City, in its sale
3 discretia�� may require, inciuditig but not Iiil�ited ta manpower anci ec�uipment records,
4 infarmation about key personnei to be assigned to the pi-oject, atld construction scliedule,
5 to assist tlle City in evaluatirlg and assessing tlle ability of t}�e apparent low bidder(s) to
6 deliver a quality product and successfully complete projects for the amount bid within
7 the stipulated time frame. Based upon t1}e City's assessment of the submitted
8 inforn�ation, a recainineildation regarding tlle award of a contract will be made to the
9 City Cou��cil. Faiiure to submit tl�e additioi�al information, if requested, ivay be grounds
10 for rejecting tlie apparent Iow bidder as noi�-responsive. Affected contractors will be
11 notified an writing of a recommendation ta tl�e City Council.
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3.4. In addition to prequalification, additional requirements for qualification may be required
w�ithin various sections of tl�e Contract Documents.
Examinatimn of l�idding and Contract I�oc�ments, Other iZelated Data, and �ite
14 4.1. Before submitting a Bid, eac11 Bidder sliall:
2Q
21 4.1.1. Examine and carefizIly study the Contract Docu�nents and other related data
22 identified in the Bidding Documents (incIuding "technical data" referred to in
23 Paragraph 4.2. below). No information given by City or any representative of the
24 City other than that contained in tlle Contract Documents and officialiy
25 prornulgated addenda thereto, shall be binding upan tl�e City_
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4.1.2. Visit the site to become familiar with and satisfy Bidder as ta the �eneral, local and
site conditions that may affect cost, progress, perforn�ance ar furnishing of the
Work.
4.13. Consider federal, state and Iocal La«s and Regulations that may affect cost,
progress, performance or furriishing of the Work.
4.l .4. Study all: (i) reports of exploratians and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditians relating to existing
surface or subsurfaee structures at the Site (except Underground Facilities) that
have been identifaed in the Contract Documents as containing reliable "technical
data" and {ii) reports and drawings of Hazardous �nvironmental 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 an file with tlie City shall constitute all of
the iilformation which the City will fumisll. All additionai informatio2� and data
which the City will supply after prarnulgation of the formal Contract Documents
shall be issued in fhe fonn of written addenda and sha11 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 ihan that contained in
the Contract Documents and off cially promulgated addenda thereto, shall be
binding upon the City.
CiTY OF FORT WORTI� DFW Aitport Reclaimed Water Delivery System Flusl�line
STANDARD CONSTRUCTIOi�I SPECIFTCATION DOCUMENTS City Project No. 02025
Revised December2Q.2Q12
U() 21 13 - 3
I1vSTRUCT'tONS "1�0 BIDDI:RS
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4.1.6. Pei•foi7n independei�t researcll, investigatial�s, tests, borings, and sucl� otliez• meaiis
as may t�e necessary to gaiiy a co�nplete knotuledge of'the c�nditions wfiich will be
encauntered during tl�e c�nsti-uctiou af tlie project. On i-equest, City may proti�ide
each Biddei- access to tlie site to catlduct sucli exauliilations, investigztions,
ex�loratioz�s, lests and studies as each E3idder deems necessary for suhmission of a
Bid. Bidde�� must fi11 all ]loles ar�d cleatl up a�}d restore tlie site to its former
conditians upon eoiYipletion of sucl� exploratians, investigations, tests ar�d studies.
4. l.7. Detenni�ie tlie difficulties of the Work and ai] attendiii�; circun�stances affectiilg the
cost of daing the Work, time required for its completion, and obtaiti all infonnation
required to n�ake a proposal. Biciders shaIl rely exclusiveIy and solely upon their
own estin�ates, investigatian, research, tests, explorations, azid other data whicli are
necessary tor full ai�d complete inft�nnation upon wliicll tlle proposal is to be based.
I# is ur�derstood tl�at the sub�uission of a propasal is prima-facie evidence that the
Bidder lias made tlie iiivestigation, exami��ations �nd tests herein required. Clain7s
for additional coznpensation due to variations between conditions actually
encountered in constnzetion and as iudicated in ti�e Contract Doeuments wiIl noi be
allowed.
4.1.8. Promptly notify City c�f all confliets, errors, ambiguities ar diserepaneies i�� or
between the Contract Docu�nents and such other related documents. Tlie Cantractor
shall nat take advantage of any gross eiror or omission in the Contract Documents,
and the City shall be permitted tc� make such correctians or it�terpretatians as may
be deemed necessary for fulfillment of the intent af ti�e Gontract Documents.
4,2. Reference is made to Section QO 73 00 — Suppleznentary Conditions for identification of:
4.2.1. those reports of expIorations and tests af subsurface conditions at or contiguaus to
the site which have been utilized by City in preparatioz� of the Contract Documents.
The lags of Soil Borings, if any, on tl�e plans are foz- general informatiorl only.
Neitl�er the City nar the Engineer guarantee that the data shown is representative of
conditions which actually exist.
4.22. lhose drawings of physical canditions in or i-elating t� e�isting surface and
subsurface structures {except linderground I�acilities} which are at ar contibuous to
the site that have been utilized hy City in preparatian of the Coz�tract Documents.
4.23. copies of such reports aud drawings will be made available by City to any Bidder
on req�iest. Those reports and drawings rnay not be �art of the Contract
Documents, but the "technical data" co��tained therein upon whicl� Bidder is ei2titied
to reIy as provided in Para;raph 4.02. of the General Conditic�ns has been iden.iified
and established in Paraaraph SC' 4.02 of the Supplementa�-y Cc�i�ditions. Bidder is
responsible for any interpretation ar eonclusion dra���n from any'"technieal data" or
any ot��er data, interpretatians, opin'rons or information.
C1�Y OF FORT WORTI3 DFVti' Aifpoit Reclaimed ti�'ater Delivcny S;�stem Fiushline
STANDARU CONSTRU{'TION SPECIC'ICATtON DOCUMEhTS City Project No. 02025
Revised I}eceinber20.'Ql2
O(}?I 13-4
INS'1�RU('"f(Ol�'S't"� 131DDEiRS
Pagc 4 c�f 9
1 4.3.The subn�ission ol�a t3id ��ill constitute �i� incontrovertib(c rcpreseutation by I3idder (i)
� tllal I31C�CIGI- I1�S C()1111)IICC� l�Jl(II CVCI"y f'CC1Uli'CfllCll� nI �Illti I��il'��Tf1])II '�, (ii} that «�itk�out
3 exeeption the Bid is premiscci uF�on performing ancj furriishing the Wc�rk requircd l�y the
4 Contract Documents �nd al�plying the spec�fic means, methods, tccl�niques, sec�uences or
� procedures ofcoilstructic�n {ifany) ihal m��y be shown or indicated ar expressly requireci
6 by the Contract llt�eui��ents, {iii) that I3idder has �iven �ity written notice al�all
7 conflict�, eirors, �n���iguities and c�iscrepancies iil the Contract Dacunients and lhe
8 writtei� resalutions thereof by City are acceptaE�le to Bidder, a�ld when said car�i7icts,
9 etc., IZave nat been resolved tilrough the intei-��retatioils by City as described in
10 Faragraph 6., and (iv) that the Contract Documents are benerally sufficient to indicate
11 and convey understanding of all terms and conditions for �3erfornling and fiirnislling the
12 W ork.
13
14 4.4. The provisions of tl�is Paragi-apl� 4, iriclusive, do Ilot appty to Asbestos, Polychlarinated
15 bipllenyls {PCBs), Petroleum, Ilazardous Waste ar Radioactive Material covered by
16 Paragrapl� 4.06. of tl�e General Conditions, unless specifically identified iu the Contract
17 Docun�ents.
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19 S. Availabilit,y of Lands for Work, Etc.
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21 S.J _The lands upon which the Work is to be perfoi7ned; rights-of-way and easements for
22 access thereto and ather lands desigtlated for use by Contractor in performing the Work
23 are identified in tl�e Contract Docun�ents. All additional lands and access tllereto
?4 required for temporaiy construction facilities, construction equipinent ar storage of
?5 materials and equipn�ent to be incorporated iu t11e Work are to be obtained and paid for
26 by Contractor. Easen�ents for penllanent structures or pennai�ent changes in existing
?7 facilities are to Ue obtained and paid for by City unless otherwise provided in the
28 Contract Documents.
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30 5.?. putstanding right-of-��,�ay, easements, and/or pennits to be acquired by tl�e eity are listed
31 in Paragraph SC 4.01 e�f the Suppleme��tary Conditions. In the event the �iecessary right-
32 af-way, easements, and/or pennits are not obtained, the City reser��es the right to cancel
33 the award of contract at any time befare t1�e Bidder begins any canstruction �i�ork on the
34 proj ect.
35
36 5.3. The F3idder shall be prepared to commence construction without all executed right-of
37 way, easements, and/or pez-mits, and shall submit a schedule to the City of how
3g construcfion will pr�ceed in the other areas of the project that do not require pennits
39 and/or easements.
�a
41 6. Interpreiations and Addenda
4?
CiTY OF FOI27' WURTH DF4V Aiiport Reclaimed \�'atei• Delivery Syste�n Plushline
S"I'ANDARQ CONS7�RUCTTON SPECIFICATION DOCUNIENTS City Pr�ject No. 02U25
}teti�ised December 20, 2Q t?
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fNS"I RUC.'I'10T�'S'CO [31DDE:RS
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6.I. AII ClUeStIOIlS c�h0[II iI1C I11G�111117� OI" liliel]i O� ��iC BiC{C�111� DnCLII11�l1iS arc to bc di��ected to
Cltj� ]II WI'11111� OIl (?I" t)Cfnl'C 2().11l., ihe Manday prior to the I3id opening. (�uestions
iCCC;1VC;C� 1f1eI' tI11S Clhy 117�1y I101 E�G I'CSE)nliCjCCj i(l. II]tEt'�)I'C�c�tlOI15 Ol' CJ£i1'1i1C1ilOT15
considered necessa�y by City ii� r-espo�lse to such questions ��ill be issued by Addci�da
delivered to all pariics rccordcd by City as hr�vi��g reeeived the [3idding Docu��lents.
Only questioiis answered by formal written /Addenda wil) be bit�ding. Or�1 and other
interpretations or cla�•ifications will be without legal cifect.
Address questions ta:
City of Fort Worth
1000 Throckmortan Strcet
Fort Wartll, TX 76102
llttn: Robert Sauceda, PE, Watei- Depariiiient
Fax: 817-392-8195
Email: Robert.sauleda �r�fortwortlliexas.gov
Pl�one: 817-392-23&7
6.2. Addenda may also be issued to modify the Biddiug Documents as deemed advisable by
City.
6.3. Addenda or elarifications may be posted via Buzzsaw at
Ir�t�7s:/j�roje�c�tj�ainr.htr_.-.sir�r.cr�t��i 1��� rc,4�t./!i'c�hiHol�rc��7nc(c:r?Jt�;rrlcr=l?�91•,'#,% f>� re.s��iJ�;'
_.. _._ . .....
czl�%Itet�til�c�t�.s�?fr�lrier—l2'(1ct':c�«tr�rt=?(Ic�.Gt�tr�t=llcC:c����l�c.-f-.chit�--l�ulrlc�.
6.4. A prebid conference inay be held at the time and place indicated in the Advertisement or
INVITAI'ION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
t�-ansmit to all prospective Bidders of record sueh Addenda as City considers necessary
in response to questions arising at the conference. 4ra1 statements may not be relied
upon and wilJ not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by Bid Bond made payabie to City in an amouni of five
(5} percent of Bidder's maximum Bid price on fonn attached, issued by a su.rety meeting
the requirements of Paragraphs 5.01 of the Ueneral Conditions.
%.2. Tlie Bid Boi1d of all Bidders wi11 be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder faiis to execute and deliver the complete
Agreemeilt within 10 days after the Natice of Award, City may consider Bidder to be in
default, rescind the Natice af Award, and the Bid I3ond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving tiie award
will be retained by City until final contract execution.
C1TY OF FORT WpRTH DFW Ai�ort Reclaimed Water Deliveiy System Flusliline
STAI�DARD CONSfRUCTIUN SPECIFICATION DOCUMENTS City Project No. 02625
Reviscd DecemUer 20, 201?
OOZI t3-6
INS'I�RUC'I'IONS'IO BIDDERS
Pagc G o1 9
1 8. Contract T'imes
Z The nuinber of days within wl3ich, or the dates by which, Milestones are ta be acllieved in
3 accordance with the General Requirements and tl�e Work is ta be completed and ready for
4 Final Acceptance is set forth in the Agreement or incoa-porated therein by ref'erence to the
5 attachcd Bid Form.
7 9. Liquidated Damages
8 Provisions for liquidated damabes are set forth iu the Agreemeni.
9
IO 10. Substitute and "Or-Fqual" Items
11 Tlie Contract, if awarded, ��vill be on the basis of materials and equipment described in the
12 Bidding Documents without consideration of possible substitute or "or-equal" items.
13 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
I4 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
15 Ciiy, applicatfon for such acceptance will iiot be considered by City until after the Effective
16 Date of the Agreement. Tile procedure for submissian of any such applicatian by Contractor
17 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. af the Caeneral
18 Conditions and is suppleinented in Section Ol 2� 00 of the General Requirements.
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I1. Subcontractors, Suppliers and Others
1 I.1. In accordance witll the City's Business Diversity Fnterprise Ordinance No. 20020-
12-2011 (as ainended), the City has gaals 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 af the City Secreiary. The Bidder shall submit the MBE and
SBE Utilization Form, Subcontractor/Supplier Utilization Fonn, Prime Contractor
Waiver Form and/or Uood Faith Effort Form with documentation and/or Joint
Venture Form as appropriate. The Forms including documentation must be received
by the City no later than 5:00 P.I��. CST, five (5) City business days after the bid
opening date. The Bidder sl-iall obtain a receipt from the City as evidence the
doeumentation was received. Failure to comply shall render the bid as non-
responsive.
11.2. No Cantractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Coz�tractor has reasonable objectioiz.
37 12. Bid Farm
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12.1. The Bid Form is iiicluded with the Bidding Documents; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Forul must be completed by printing in ink and the Bid l�orm
sigi�ed in ink. Erasures or alterations shall be initialed in ink by the person si�iin�
the Bid Farm. A Bid price shall be indicated for each �3id 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 zn ink in bot11 words and numerals, for which the Bidder proposes to do the
work contemplated or fizrnish materials required. 1111 prices shalI be writtei7legibly.
In case of discrepancy between price in writien words az�d the price in w�itten
numerals, the priee in written �uords shall govern.
C[TY OF FORT WOR7-H DFW Ai�port Reclaimed Water Deliveiy System Flushline
STANDARD COi�1STRUCTION S.PECIF3CATI01`T DOCUMENTS City Project Na. 0"_'025
Ret�ised December 20. 24 ] 2
0021 I3-7
1NSTRUC'TIONS Td QIDDERS
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12.3. Bids by coipflratio�ls sl}aIl be executed in the cor��orate name by the president or a
vice-president or otlter corporate officer accoil�panied by eviderice ol�autliarity to
sign. The corporate seal shall be affixed. The cor�orate address and state of
incorporation shall be shown below the signature.
12.4. Bids by partner-ships shall be executed in tiie pai•tnership name and signed by a
partner, wl�ose title rnust appear under the signature accoiupanied by evidenee of
authority to sign. 'Fhe afficial address of tl�e partnersl�ip shall be shown below the
signature.
I2.5. Bids by limited liability coinpanies shall be exeeuted in the name af the firn1 by a
member and acco�npanied by evidence of authority to si�ii. The state af fonnation of
the firm and the �fficial address of the finn shall be shown.
12.6.
12.7.
12.8.
12.9.
Bids by individuals shall show the Bidder's name and official address.
Bids by joint ventures sliall be executed by each joint veiiturer in the mamier
indieated on the Bid Fonn. The official address of the joint venture shall be shown.
All names shall be typed or printed in ink below the signature.
The }3id shall contain an acknowledgeinent of receipt af all Addenda, the numbers af
which shall be flled in on the Bid Fonn.
12.10. Postal and e-mail addresses and telephone number for communications 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 witli Section 00 43 37 — Vendor Compliai�ce
to State Law Non Resident I3idder.
13. Subrnission of Bids
Bids shall be submitted on tlie prescribed IIid Form, provided with the Biddin� Documents,
at the tirne and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to City Ivlanager of the City, and shall be enclosed in an opaque sealed envelope,
marked with tl�e City Projeet Number, Praject title, the name and address af Bidder, and
accompanied by the Bid security and other required documents. If the Bid is sent tlu-ougll the
mail or other delivery system, the sealed envelope shalI bc enclosed in a separate envelope
with the notation 'BID ENCLOSED" on the face of it.
14. Madification and WithdrawaI of Bids
14.1. Bids addressed ta the City Manager and filed with the Purchasing O�ce cannot be
withdrawn prior to the titne 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 deli��ered to the place where Bids are ta be submitted at any
time prior to the opening of Bids. After al] Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a��ithdrawal request has been
praperly filed may, at the oplion of the City, be returned unopened.
CI'l�Y OF FORT W012Tt� �FW' AitT;oe7 Reclaisne<i Vs'aiea' Delivefy .S. ystern Flushline
STANDARD CONSTRUCTION SYECIF'IC.ATION DOCUMENTS City Yrojeci Itia. (1242.5
Revised Becember 20, 201?
01121 13-K
WSTRUCTIONS TQ BlDDERS
Pagc S af 9
1 14.2. Bidders may modify theii- Bid by electi-oTiic communication at any time prior to tI�e
2 tiane set for tl�e closing af Bid receipt.
3
4 15. Opening of �ids
5 Bids will be opened and i•ead aloud publicly at the place whei-e Bids are to be submitted. An
6 abstract of the amounts of the vase 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 Accep�ance
10 All Bids will rexnain subject to acceptance for the time period specified for Notice of Award
I 1 and execution and detivery of a camplete Agreer��ent by Successfi.zl Bidder. City may, at
12 Cit}�'s sole discretion, release any Bid and ��ullify the Bid security prior to t1�at date.
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17.I. City reserves the right to reject any or all Bids, including without limitation the rigl�ts
to reject any or all noi�conforming, nonresponsive, unbalanced or conditional Bids
and to reject tl�e Bid of any Bidder if City believes that it would not be in the best
intei-est of the Project to inake an award to tl�,at Bidder, whether because the Bid is
not responsive or the Bidder is unqualified ar of doubtful financial ability or fails to
meet any other pertinent standard ar criteria established by City. City also reserves
the right to u�aive infonnalities not involving price, co�ltract time or changes in the
Work with tl�e Successful �3idder. Discrepaneies between the multiplication of units
af Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any calumn of figures and the correet sum thereof will
be resolved in favor of the correct sum. Discrepancies betv��een words and figures
will be resalved in favor of the words.
17.1.1. Any or all bids will be rejected if City has reason to Uelieve that collusion exists
alno�lg the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder inay 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 uneompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. City may eonsider the qualifications and experience of Subcontraetors, 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 inay cansider the operating costs, maintenance requirements, perfornlance
data and guarantees of major items of materials and equipment proposed for
incorporafion in the Work wheii sucl� data is required to be submitted prior ta the
Notice of Award.
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, c�ualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persozls and
49 organizations to perfarm and funlish the Work in accardance ��ith the Contract
50 Dacuments to City's satisfaction within the prescribed tin�e.
51
CITY OF FORT WORTH DFW Aitport Reclaimu3 WaLc�� Delivety System Flushline
STANDARD CONSTRUCTION SPECIFICATtON DOCUA9ENTS City Project I3o. 02025
Revised December ?0. ZQ 12
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INS'T'RUC"I'IdNS TO B{DDERS
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I7.4. Contraetor sl�all perform with his own argai�izatian, work of a value not less than
35% of tl�e value embraced on the Contract, unless other�uise approved by the City.
17.5. If tlie Co»tract is to be awarded, it will be awarded to lawest responsible aald
responsive Bidder wliose evaluatiori by City i��dicates tl�at tlle awar•d urill be iii t11e
best interests of the City.
17.6. Pursuat�t to Texas Goven�meizt Code Chapter 2252.001, tlle City �lill not a���ar-d
contract ta a Nonresident Bidder ui�iess the Nonresident Bidder's bid is lower than
the lawest bid submitted by a respansibie Texas Bidder by the same ai��ount that a
Texas resident bidder would be required to underbid a Nonresident Biddei• to obtain a
comparable contrac� in tI7e state in wl�ich the nonresident's principal place of
business is located.
17.7. A cantract is not awarded until fonnal City Council autl�orization. If the Cantraet is
ta be awarded, City wiil aurard the Contract within 40 days after the day of the Bid
Qpening unless extended iu writing. No other act of City or athers will co�lstitute
acceptance of a Bid. Upon ihe contractor award a Notice of Award «�ilI be issued by
tl�e City.
17.8. Failure or refusal t� comply ��ith the require7l�ents may result in rejectian of Bid.
18. Sagnigg off r�greemertt
W11en City issues a Notice c�f Award to tl7e Successful Bidder, it will be accompanied by the
required nuniber of ui2signed counterparts of the Agreeinent. Within 14 days thereafter
Contractor shall sign and deliver tlie required number af courlterparts of the Agreement to
City with the required I3ands, Certificates of Insurance, and all other required documentatian.
City shall tl�ereafter deliver one fully si�ied counterpart to Contractor.
! f , ! °
CiTY QF `rOFT WOR'i'H DFW Airp�;t Fteclaimed t�'ater BeIivery System Flushline
STANBARi� CQh�5TRUCTION SPECIF7CATiON DOCUMENTS City P�-c�ject No. 02025
Revised Dece�nber 2�, ?(?[2
003513-I
CONFLICT OF INTEREST AFFIDAVIT
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SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAV IT
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 Loca] 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 be downloaded from the website links provided below.
http://www.ethics_state.tx.us/forn�s/CI . df�
http://w ww.ethics.state. tx.us/forms/C] S,pdf
� CIQ Form is on file with City Secretary
� CIQ Porm is being provided to the City Secretary
0. CIS Form is on File with City Secretary
0 C1S Form is being provided to the City Secretary
�- ,.-G..��� y �� � �� �rti t.�1�, �-I� �a �
BIDDER: �
/: l
1�E''i/� � � �-/ ,T v�v � �../ �/��OV�
,�._ „''',"'L. �i iia�i- �' �.,��^L� '�� $ � -�i. �L. �.i i, {. 2v L/'
" � 1 � � Y� "' �
Company tPlerase Print)
.. r �
� �� y� �� L�� Lr -S�,e, � ��-j� Signature: -� - % �- _
Address
7 �
�� �, �� ��� ; � � � � (.�� � Title: � ��
City/State/Zip (Please Print)
END OF SECTION
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 27, 2012
DFW Airport Reclaimed Delivery System Flushtine
City Project No. 02025
0o ai o0
BID FORM
Page t of 3
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
10Q0 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
DFW Airport Reclaimed Water Delivery System Flushline
City Project No.: City Project No. 02025
Units/Sections: Unit 1- Water Improvements
1. Enter Into Agreement
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 a!I of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTlONS T� 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 8id 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 afficial 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 esiabiish Bid prices at artificial non-competitive
levels, or {c) to deprive City of fhe 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
ievels.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DFW Airpott Reclaimed Water Deliveiy System Flushline
Form Revised 20120327 �0 41 0� City Project No. 02025
00 41 00
BID FORM
Page 2 of 3
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their
property to i�fluence their participation in the bidding process or affect the execution of the
Contract.
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and
subcontractors:
a. Water Line Construction
b.
c.
d.
4. Time of Compfetion
_ 4.'I. The Work will be complete for Final Acceptance within 45 days 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 accepfs 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 (optionaf at time of bid)
f. Prequa(ification 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 92 of the Instructions to Bidders
6. Totai 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 totaf bid amount entered below is
"" CITYOF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DFW Airport Reclaimed Water Detivery System Flushline
-- Form Revised 20120327 OO 4l OO City Project No. 02025
00 4'I 00
BID FORM
Page 3 of 3
subject to verification and/or modification by multiply(ng the unit bid prices for each pay item by the respective
estimated quantities shown in thls proposal and then totaling all of the extended amounts.
7. Bid Submittal
This Bid is submitted on
�
Respectfuliy sGbmitt � �
�',� ��
L, ' _
By:
� � �5,� 3 , z � � �3
Month Day, Year
. � .
(Signature)
�w._� r - t, .
Printed Name H��re
(Printed Name)
by the entity named below.
Title: Tikle Here �i �
�
Company: Company l�ame Here �!,�;,; �i-�,, '"�L,._� �.�{y��; �' �..,�
Address: AddressHere '���tih 1�:-l�u �-)�--h ,�•t
�lddress Here or Space
City, State Zip Code Here ����T "j-�( �G; Z,`C�
State of Incorporation: State Nere T i�
Emaii: Your Email Address Here �� �y h�-(,,��,�w _ iy .:�.
Phone: Your Phone Number Here `� ��] - � � � -� �1 j ��
END OF SECTION
L
r
�
�
`
�
Corporate Seal:
CITY OF FOR7 WORTH
STANDAP,D CONSTi2UCT10N SP�CIFICA710t� DOCUI�2EN7S DFN' Air7x�n Recluimcd 11�aicr Dcli�•cn Sy�0.7h Plushlitoc
Form Rewsed 20120327 OU 4] 00 ('m Projcci \o. 02t925
0o aa az
BID PROPOSAI_
Page I uf Z
SECTION 00 42 43
PROPOSALFORM
Bidder's Application
.. . �
Project ttem Infonnation Bidder's Proposal
Bidlist Specification Unit of Bid
Description Unit Price Qid Value
Itein No. Section No. Measure Quantity
Unit 1 - Water Improvements
-- --- --- - --- - ----
-----.__ ________---- .__----_ ._____�. _- .
1 0241.1 ] 06 16" Pressure Plug 02 41 14 EA 2 $1,000.00 �2,000.00
--- --- - - - --_ __ --__..- -.-.__ -------- - ---- --..__.. -- ---- --- -- ------
2 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 412 $I5.00 $6,180.00
--------- ----- ----- --- _ _ _ _ -- - __ _- ------- -- ----- --- __ _ _- _- _ -
3 3125.0101 SWPPP > 1 acre 31 25 00 LS t $]0,000.00 �10,000.00
_�_ __. __ _.__. _ -----_ _ ---- --- _ ___- __._.._.._---- _ ------
4 3211.0112 6" Flexible Base, Type A, GR-1 32 1 I 23 SY 247� $10.00 $24.7�0.00
_____ _._ _ ---- --- _----- ---_ ___. ___. ______
__� _ �_.-_--- -._..--
5 3292.0400 Seedin�, Hydromulch 32 9� 13 SY 7950 $1.00 �7,950.00
- - -=---._._..____. ___ _ -- - ____ ----- --- _ ..--. _ -- - _ - - ---- - - - ---- - -- _ ---
6 3303.0001 Bypass Pumping 33 03 10 LS 1 $200.00 �Z00.00
- _... _-__ __ _. _ - - -- -- --._ ..----- __ _ _-__ --
7 3304.0002 Cathodic Protection 33 04 12 LS ] $I0,000.00 �10,000.00
-- - --- _ - ---
- - ----_--- _- - ----____. ---- -- ___. -- __ _ -
8 3305.0103 Exploratory Excavation of Existing Utilities 33 0� 30 EA t $1,000.00 $1,000.00
�,- - ------ ----- ----- _.__._ _..-- - _------ ------ -------- --
9 3305.0106 Manhole Ad,iustment, Major 33 OS 14 EA 2 $700.00 $1,400.00
_ -_------- . -- _ �`_ - -- - �.-- _ _ -.
10 3305.O109 Trench Safety 33 0> 10 LP 430 $20.00 $9,600.00
-- - --- _. - - - -
-- -- -- -- -- - -�-- ---- _ _----
I 1 3305.0110 Utility Markers 33 0� 26 LS I $300.00 $300.00
- --- ____. . - _- - ___
----._ _......_---- --__ ----. _ ---- _ ----
12 331 ].0001 Ductile Iron Watzr Fittings w/ Restraint 33 I 7 1 I TON 1 $1,000.00 $1.000.00
_ __-_ _- - ------- --- -- - - - - ----- ----- - _ _ - __ ___---- - - ___ ----- - -- _ _..-- -
� 3 3311.0565 16" PVC C905 Water Pipe, CSS Backfill (Restrained 33 1 1 10, LF
Joints) 33 1 1 13 420 �360.00 � I J I,200.00
14 3312.2304 ] 0" Water Meter and Vault 33 I Z 1 I FA � $30,000.00 �30,000.00
------- -------------------- -- . ---- _ _.._- - - -._ _ __ - ---- - _ ____ _ ---- - _ ------
15 3312.3007 20" Gate Valve w/ Vault 33 12 20 EA I $25,000.00 $25,000.00
_ ------------ __._ _____.._.._ __ ---_ --_ - _ _- -...---
16 33I2.3106 I6" Cut-in Gate Valve w/ Vault 33 12 20 EA 1 $23,000.00 $23,000.00
- ---- --------- ------ __-- _ ---- ._ . - - -- -- -- --_ __---
17 33123103 20" Cut-in Gate Valve w/ Vault 33 12 20 EA 1 $35,000.00 "�3�,000.00
_- - - __ _ --_ ---- -- -- ---
--._. __._ _---__. _----- -___.__---- _.____- -
18 9999.0000 Remove E�istin�� 14" Temporary Flush line 02 41 14 LF 722 $2.00 �1,444.40
--___ _ - -_ _---- ------ -- ----_ . __ _ -. __ .. . - --_- --- ----- _. _-----
� 9 9999.0000 Remove Existin�� Temporary Flush Line Framins and EA
Manhole Modification 2 $�00.00 �1,000.00
------- -_____ _ ._--------- --____ . ..___ . ..---- ---__ _ _ ___.._..------ ----------- -__- -------
9999.0000 20° PVC C90> Water Pipe, CSS Backfill (Restrained 33 11 10,
�� Joints) 3311 12 LF j4 $�00.00 �27,000.00
_. .__ --___.__ . ____------- --._.- ______--- --------------- ___ _
21 9999.0000 Connection to Existing TRA Manhole LS 1 $9,000.00 $9,000.00
- - - ------ -- -------- _ __---- - - ------ - . _- ------- ---..__. . __ _ -----
9999.0000 3' Dia Pre-Cast Manhole 33 O1 30,
22 EA
33 39 20 1 $7�,000.00 $75,000.00
----.__.._^� ___.__�__-- - ----__ ____---__.-- ---- . ------ --------- __.._ ----- �__-��
23 9999.0000 Miscellaneous Site Grading CY 1650 $2.00 $3,300.00
Total Bid Unit 1 $455,324.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DFW Airport Reclaimed Water Delivery System Fiushline
Forcn Revised 20120120 00 42 43 City Project No. 020?5
0o az a>
BID PROPOSAL
Pacc 2 of 2
SECTION 00 42 43
PROPOSALFORM
[�P►li��:�L��=31�:
Bidder's Application
Project ftem infonnation Bidder's Proposal
Bidlist Specitication Unit of Bid
Description Unit Price Bid Value
Item No. Section No. Measure Quantity
— � �
Bid Summary
Ause Bid
Total Bid $455,324.00
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised Z0120 t 20
00 42 43
DFW Auport Reclaimed Water Delivery System Flushline
Ciry Project No, 0?02�
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Pagetofl
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 p(ace 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 State Here or Blank , our principal place of business,
are required to be % Here percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of State Here or Blank , our principal place of business,
are not required to underb�esident bidders.
oy-g.
r B. The principal place of business of ou ompany or our parent company or majority owner is
!`—'`'in the State of Texas. �
�
BIDDER:
1" _.
Company Name Here °�� ; ��� �� Z--,�.�-� ��' �'��'"'�' j t `= By: �rinte�d Name Here � ��t��• ►' �+� �- �
Address Nere `'�., =. `� �.�.lt �_ �� ��+.0 /(�t1' _ f �' �
Address Here or Space f; (Signature)
City, State Zip Code Here �-� �� �:° � X 2(.' C.�� y�
Title: Title Here �' 1"�
Date: ��'1��1�
�
�
C
C
END OF SECTION
C
CITY OF FQRT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fortn Revised 201'10827 00 43 37 City Project No. 02025
0o as ,z
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
Expira 'on D te
�� ��� ���-�� � t�._�-'� �-1 , , �, � � � 3 ° � 3
Waier Line Construction Company Name Here or spacL Date ere or space
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BlDDER:
Company Name Here tl�'�:�= �{'9^
Address Here ��� %� � ��(,� u
Address Here or Space
City, State Zip Code Here ���(��
i
1 't.1�Y-) (.�. :#,r � � ;� �. � �., �'i.: �: �t.
� � i �� By: Prir�ted Name �e�e ,
���� t � � t°;/�`�'
(Signature)
l � ;� -� � ' k �'
Title: Title Here �il �
Date: ( C �'3 �� 7
EMD OF SECTION
�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMEAdTS DFW Airport Reclaimed Water Delivery System Flushline
Form Revised 20120120 ��� �? 1� Gity Projecl IVo. 02025
Od 45 1 1- 1
SIDDERS PREQUAL[FICATIONS
Page I af 3
1
2
3
4
5
6
7
8
9
10
il
12
13
24
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
34
31
32
33
34
35
36
37
38
39
40
41
42
43
44
SECTION 00 45 11
BIDDERS PREQUALIFICATIONS
l. Summary. All contractors are required to be prequalified by the City prior to submitting
bids. To be eligible to bid the contractor must submit Section 00 45 F 2, Prequalification
Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is
not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder
Prequalification Application in accordance with the requirements below.
The prequalification process will establish a bid limit based on a technical evaluation and
fmancial analysis of the contractor. The information must be submitted seven (7) days prior
to the date of the opening of bids. Por example, a contractor wishing to submit bids on
projects to be opened an the 7th of April must file the information by the 31 st day of March
in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
Prequalification Application, the following must accompany the submission.
a. A complete set of audited or reviewed financial statements.
(1) Classified Balance Sheet
(2) Income Stateznent
(3) Statement of Cash Flows
(4) Statement of Retained Earnings
(5) Nates to the Financial Siatements, if any
b. A certified copy of the iirm's organizational documents (Corporate Charter, Articles
of Incorporation, Articles of Organization, Certificate of Formation, LLC
Regulations, Certificate of Limited Partnership Agreement).
c. A completed Bidder Prequalification Application.
(1) The firm's Texas Taxpayer ldentification Number as issued by the Texas
Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification
number visit the Texas Comptroller of Public Accounts online at the
following web address www.window.state.tx.us/tax�ermit/ and fill out the
application to apply for your Texas tax ID.
(2) The firm's e-mail address and fax number.
(3) The firm's DUNS number as issued by Dun & Bradstreet. This number
is used by the City for required reporting on Federal Aid projects. The DUNS
number may be obtained at www.dnb.com.
d. Resumes reflecting the construction experience of the principles of the firm for firms
suhmitting their initial prequalification. These resumes should include the size and
scope of the work performed.
e. Other information as requested by the City.
2. Prequalification Requirements
a. Financial Statements. Financial statement subnussion must be provided in
accordance with the following:
(1} The C'ity requires that the original Financial Statement or a certified copy
he submitted for consideration.
CTTY OF FORT WORTH DF W Airport Relcaitned Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFIGATION DOCUMENTS City Project No. 02025
Revised July 1, 20I 1
00 45 11 - 2
B[DDERS PREQUALIFICATIONS
Pagc 2 oC3
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 statues also require that
4 accounting firms 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
IZ independent who is not, in fact, independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 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 (8} 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 file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will cletermine 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 falis within the time a new financial
30 statement is being prepared, the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequali�cation Application. A Bidder Prequalification Applicatian must be
33 submitted along with audited or reviewed fmancial 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 pravided.
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, modei and general common description of
43 each piece of equipment. Abhreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Etigibility 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 fhe
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.
CITY OF FORT WORTH DF W Airport Relcaimed Water Delivery System Flushline
STANDARD CONSTRUC"I'ION SPECIFICATION BOCUMENTS City Project No. 02025
Revised 3uly 1, 2011
1
2
3
4
5
6
7
8
9
Od45 i1 -3
BR3I�ERS PREQUALIFICATIQNS
Page 3 of 3
d. If a contractor has a valid prequalification Ietter, the contractor will be eligible to bid
tlae prequalified work typ�s until the expiration date stated in the Ietter.
,i�, i .
CCiY dP FORT WORTH DF W r�irpon Kelc�imcd Water Dclivery System Ftusl�linc
STAND�'�RD �ONSTRUC'TI�?v SPEC[F1CATlOIv DUCUMENTS City E'rnjc�t �'c�. 02t}25
Rcvised July 1. 2t711
oQas ta-i
PREQLIALIFICA'CION STA'iENYENT
Page 1 of i
1 SECTION 04 451�
2 PREQUALIFICATION STATEMENT
3
4 Each Bidder for a City procurement is required to complete the infornzation below by
5 identifymg the prequalified cantractors and/or subcantractors whom they intend to utilize for the
6 major work type(s) listed.
7
MajBr Work Prequali�catian
T� Contractor/Subcontractor Company Name �x aratioi� Ijate
Water I�ine
Gonstruction
8
9
i� The undersigned hereby certif es tliat the contractors and/ar subcontractors described in
1 l the table above are currently prequalified for the work types listeti.
12
I3 ��DER:
14
1 S By:
l6 Cocnpax7y (PIease Prin�)
17
IA Si,�ature:
14 Address
7Q
21 Tit1e:
2� CitylState/�ip (Piease Print)
23
?4 Date:
?$
25 EI�tD OF SECTION
2�
�CTTY OF FC)RT WORTH DF W Airport Rc�laimed Watcr Delivcry Svstem Flushlinc
S1`A?�ID.ARD CONSTRUC"il0?�` SPECIFtCAT101� DOCUiviENTS Cit',- Prcj�t �o_ Q?025
Rc:vis�'d Jui}� l, 2{)1 I
i V i\ i���41 � 1 11
SECTION OQ 45 13
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Name under which you wish to qualify
Post Office Box
Street Address (required)
Telephone
City
City
Fax
Mark only one:
Individual
Limited Partnership
General Partnership
Corporation
Limited Liability Company
State
State
Email
Zip Code
Zip Code
Texas Taxpayer ldentification No.
Federal Employers Identification No.
DUNS No. (if appiicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCKMORTON STREET
F�RT WORTH, TEXAS 7b102-6311
AND MARK TFiE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION"
00 45 13 - 2
BIDDER PREQUALiFICATlON APPLICATION
Page 2 of 8
. �
The following should be completed in order that we may properiy classify your �rm:
(Check the block(s} which are applicable — Block 3 is to be left blank if Block 1 andlor Block 2 is
checked)
❑ Has fewer tl�an 100 employees
and/or
❑ Has less than $6,000,000.00 in annual b oss receipts
OR
❑ Does not meet the criteria for being designated a small business as provided in Section
2006.001 of the Texas Govemment Code.
The classification of your firm as a small or large business is not a factor in deternuning eligibility to
become prequalified.
U-: �, •, ••
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
Tunneling — 66" and greater, 350 LF and a eater
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 Disiribution, 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 smaller
Water Transmission, Development, 42-inches and smaller
Water Transmission, Urban/Renewal, 42-inches and smailer
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
CCTV, 8-inches and smaller
CCTV, 12-inches and smaller
CCTV, I8-inches and smaller
CCTV, 24-inches and smaller
CCTV, 42-inches and smaller
CCTV, 48-inches and smaller
C1TY OF FORT WORTH DFW Airport Reclaimed Water Dclivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciiy Project No. 02025
Revised December 2Q 2012
00 45 l3 - 3
BIQDER PREQUAL[FICAT[ON APPLICATION
Page 3 of 8
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIPP, 12-inches and smaller
Sewer CIPP, 24-inches and smaller
Sewer CiPP, 42-inches and smalier
Sewer CIPP, 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 smaller
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
Sewer Interceptors, Development, 48-inches and smaller
Sewer Interceptors, UrbanlRenewal, 48-inches and smaller
Sewer Pipe Enlargement 12-inches 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, 12-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
Transpartat�ian Pubiic Works
Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards)
Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance (UNDER $1,000,000)
_ Asphalt Paving Heavy Maintenance ($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction (LESS THAN 10,000 square yards)
Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITY OF FORT WORTH DFW Airport Reclaimed Water Belivery System Flusliline
STANDARI3 CdNSTRUCTION SPECIFICATIdN DOCUMENTS City Project No. 02025
Revised December 20, 2012
UO 45 I 3- 4
BIDDER PREQUALtFtCAT1QN APPL(CAT[ON
Page 4 of 8
List equipment you do not own but which is available by renting
DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER
2. How many years has your organization been in business as a general contractor under your present
name? _
List previous business names:
3. How many years of experience in
had:
construction work has your organization
(a) As a General Contractor: (b} As a Sub-Cantractor:
4. *What projects has your organization completed in Texas and elsewhere?
CLASS LOCATION NAME AND DETAILED
CONTRACT OF DATE CITY-COIJNTY- ADDRESS OF OFFICIAL TO
AMOUNI' WORK COMPLETED STATE WHOM YOU REFER
*If requalifying only show work pertormed 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 of another organization that failed to
complete a eantract?
If so, state the name of the individual, other organization and reason.
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 the individual, name of owner and reason.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANBARD CONSTRUCTION SPECiFICATION DOCUMENTS City Project No. 02025
Reviscd December 20, 20I2
Q04513-5
BIDI}ER PRcQUAUFICATION APPLfCATIC?N
Pagc 5 of 8
8. In what other Iines of business are you Fnancially interested?
9. Have you ever performed any work for the City?,
If so, when and to whom do you refer?
10. State names and detailed addresses of alI producers from whom you have purchased principal
materials during the last three years.
NAME OF FIRM OR C4MPANY DETAILED ADDRESS
11. Give the names of any affiliates 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 organizatian?
PRESENT MAGNITUDE
POSITION OR YEAR.S OF AND TYPE OF IN WF�iAT
NAME OFFICE EXPERIEN�E WORK CAPACITY
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.
CTI'Y OF FORT WORTH DFW Airport Reclaime�i Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projec;t No. 02d25
Revised December 20, 2012
004513-6
BIDDER PREQUALIFICATION APPLiCATION
Page 6 0£ 8
CORPORATION BLOCK PARTNERSHIP BLOCK
If a corporation: Ii a p�rtnersiup:
Date of Incorporation State of Organization
Charter/File No. Date of arganization
Fresident Is partnership general, limited, ar registered limited
liability partnership?
Vice Presidents
File No. (if Limited
Partnership)
General Partners/Officers
Secretary Limited Partners (if applicable)
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No. Individuals authorized to sign for Partnership
Officers 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. Should 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 documentation which
grants tlus authority.
CiTY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SFECIFFCATdON DOCL�'�HNTS City Project I`�o. 02025
Revised December 20, 201?
UO 45 l3 - 7
BIBDER PREQUAL[FICATION APPLICATiEJN
Page 7 of 8
14. Equipment
�
TOTAL
BALANCESHEET
ITEM QUANTTTY ITEM DESCRIPTION VALUE
1
2
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4
5
6
7
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10
il
12
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30
Various-
TOTAL
aimliar types o� equipment may be lumped together. !f your ium 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 yaur equipment.
The equipment list is a representation of equipment under the control of ihe firm and which is related to
the type of work for which the firm is seeking qualifieation. I�l the description include, the manufacturer,
model, and general common description of each.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS City Project No. 02025
R.evised December 20, 2012
004513-8
B[DBER PREQUALIFICATlON APPLICATION
Page 8 of 8
;;j� • •, �; . � �.
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 well 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 statement that he/she is familiar with the baoks af 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 affiaavit.
Firin Name:
Signature:
Sworn to before me this
day of
Natary Public
Notary PubIic must not be an officer, director, or stockhaider or relafive thereof.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCU'vIENTS City Project No. 02025
Revised December 20, 2012
0
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00452b-1
C�NTRACTOR COMPLIANCE WITH WORKER'S COMPENSAT1pN LAW
Pagc 1 oF 1
SECTIdN QO 45 26
CONTRACTQR COMPLIANCE Vi�ITH WORKER`S COMPENSATIOIV LAW
Pvrsuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies tttat it
provides worker's compensation insurance coverage for all of its employees empioyed on City
Projeci No. fl2025. Contractor further certifies that, pursuant to Texas Lalior Code, Section
4a6.096{b), as amended, it wiil provide to City zfs subcontractor's certificat8s of campliance with
worker's compensation coverage.
CONTRACTOR:
No ���, T� z u s � o+�-�v���f ,�h �,-.s�._
Company �—'
�aa� �.��rl�� 45��� ��
Address
t�fcr r �}� ���`10
City/State/Zip
TI� S'I'ATE QF TBXAS
COUNTY OF TARRANT
§
§
$y: ZAG� r �i Gr
as rint)
Signature: � �
Tifle: v 1�
(Please Pzint)
BEFORE ME, the undersigued authority, on this day personally appeazed
7_4L� F�s: l,' � � known to ine to be the person whose name is
subscribed to fhe foregoing instnzmern, and acimowledged to me that helshe executed the sairce as
the aet and deed of /�l n ��-4 7'L S s Co., �./� �„ ��, � for the puzposes and
consideration therein expressed and in the rapacity�'Tieieui stated.
GIVEN UNDER MY HAND AND SEAL OF OPFICE this . 2 �� da of
Y
_ J�..,,".� ,..20�`' -
�/ �
Notary Public � nd for the a e of Texas.
END OF SECITON
" G< KATHRYN MARIE KING
* Notary Public, State of Texas
N� � My Commissian Expires
'Teo�•c�'� Ob-2�-2017
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CITY OF FbRT WORTH DFW Aupoct Aeclaimed Water Deiivery System Flushline
STANDARD CONSTRUCTION SPECiFICATION DOCUMENCS CiryFmja;t Nv. Q2025
Rcviscd lu(y 1, 2D11
00 45 26 - 1
CONTRACTOR COMPL(ANCE WITH WORKER'S COMPENSATION LAW
Page i of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 4Qb.096(a), as amended, Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 02025. Contractor further certifies that, pursuant to Texas Labor Code, Section
7 406.096{b), as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10 CON�'RACTOR:
11
12 By:
13 Company (Please Print)
14
15 Signature:
16 Address
17
18 Title:
19 City/State/Zip (Please Print)
20
21
22 T�-� STATE OF TEXAS §
23
24 COL7NTY OF TARRANT §
25
26 BEFORE ME, the undersigned authority, on this day personally appeared
2� , known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
29 the act and deed of for the purposes and
30 consideration therein expressed and in the capacity therein stated.
31
32 GIVEN UNDER MY HAND 1LND SEAL OF OFFICE this day of
33 x 2��
34
35
36
37 Notary Public in and for the State of Texas
38
39 END OF SECTION
4a
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery Systcm Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 42025
Reviscd July 1, 2011
(ll) 45 �i(I - I
MI�Oltl"Il' nND 1�'OM(iTJ I3USINEiSS E;N`I`Ii1ZPItISIi t;f)AI.
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SI�,C`i'I�N t)() 45 40
MINORI'I'l' 13USiNI�SS f?N"I'L;RPI�iS1; GO/�I_
APPLICAI'iON OF POI..ICY
If the total dollar value of thc coniract is grea(cr than $50,000, then the MBI; sul�ec�ntracting goal
may be ap�lic�ble. ]f tl�e total dollar value c�f� the c�rltract is $5d,00{) ar less, tl�c MBE
subcontractizig goa] is not applicable.
POLICY S'I'ATEMLNT
It is the policy of tlze City of Fort 1�Jorth to ensure thc Iull and equiiablc pai�ticipation by Minority
Business Entei�rises (MBE} in tl�e pa-ocurement af� all gaods and services. /�I1 recJuiren�ents and
regulations stated in tlle City's cun-ez�t Busilless Diversity Tilter-}�rise Ordinance apply to tllis l�id.
MB.F.. PR4JF.,CT GO AL
The City's MBI; goal on tliis project is 1?;'„ of tlie total bid (Bfise bic� al�plies �o Parl�s �r�z�l
Conzrz�urrrty �Serl�ices). Note: If botll MI�� and SBI; subcontracting goals are establislied for this
project, then an Offeror must submit both a MBE Utilization Foi-�n and a SBE Utilizatiou Fonn to be
deemed responsivc.
coMrLl�rc� To Bl� srFClFrcaT�oNs
On City contracts greater than $SO,OUO ���here a M13E subco��ti-acting goal is appiied, bidders are
required to comply with the intent of tlie City's Business Diversity (�rd.inance by one of the
following:
1. Meet or e�:ceed the above stated MSE goai through M�3E subcontracting partieipation, or
2. Meet or exceed the above statec� i'VI�3E goal through MBE Joint Venture participation, or
3. Goad Faith Effort documentation, or;
4. Waiver documentation.
Failure to comply witl� the City's M/WBE C)rdinance, shall result in the Bid being considered iion-
responsive. Any questioi7s, please contact the M/WBE Office at (817) 392-6104.
SUBMIT'�'�I.O� FtEQUIRED DOCUMF,NTA'I'Il7N
The applicable documents must be received by the Managing Department, wit]Iin the following
times allocated, in order for the entire bid to be considered responsi��e to ti�e specificatians. The
l. Subcontractor Utilization Fonn, if goal is met
or exceeded:
2. Good �'aitli F..,ffort and Subcontractor
Utilization Fonn, ifparticipation is less than
stated �oal:
3. Gaad Faith Effort and Subcontractor
Utilization Form, if no MBE participation:
4. Prime Contractor Waiver Forn7, if fu-m �vill
perfonn all subcontractin�/supplier ��ork:
5. Joint Venture Porm; 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 openin� date.
received by 5:00 p.m., five (5) Cicy business days after
the Uid opening date, excIusive of the bid opening date.
received by S:OQ p.m., five (5) City business days after
the bid opening date, exclusive of khe hid opening date.
received by 5:04 p.m., five (5) City busitiess days after
the bid openiiig date; exclusive of the bid opening date.
received by �:0� p.m., �ve (5} City business days after
the bid openin� date, exclusive of the bid opening date.
END C)F S�:CT10N
C1TY OF FdRT WORTH DFVd Aiiport Recia;me<i Gt'ater Dclive�}� System Flus'iline
STANDARD CONSTKLiCT[ON SPECIFICATI�N BC}CUMEN"IS C'ity Prqiect No. 020��
Re��isrd €}eceu3bcr'_0. 2412
005243-1
Agreement
Page 1 of 4
�
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SECTION 00 52 43
AGREEMENT
3 /
4 THIS AGREEMENT, authorized on �Z ��(�3 is made by and between the City of Fort
5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
6 ("City"), and North Texas Contractin�, Inc., authorized to do business in Texas, acting by and
7 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:
DFW Airport Reclaimed Water Deliver�vstem Flushline
ect No. 02025
18 Article 3. CONTRACT TIME
19
20
21
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 45 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 Ab eement and that City will
suffer financial loss if the Work is not completed within the times specified in Paragraph
32 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. The Contractor also recob izes 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
ab ees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
City Six Hundred Fifly ($650.00) Dollars 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.
OFFICIAL RECORD
C1Tl( �ECRE'fARY
�'T. WORTH, TX
CTTY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2012
00 52 43 - 2
A;reement
Page 2 of 4
�
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1 Article 4. CONTRACT PRICE
2 City agrees to pay Contractar for performance of the Work in accordance with the Contract
3 Documents an amount in current funds of Four Hundred Fifly Five Thousand Three Hundred
4 Twenty Four pollars ($455,324.00).
5 Article 5. CONTRACT DOCUMENTS
6 5.1 CONTENTS:
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A. The Contract Documents which comprise the entire ab eement 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 specifzc)
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 specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
��FI��AL ���ORD
C8� SECRE'�ARY
f�`� YIIOR"S'1�1, �"X
� CTI'Y OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
—_ STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2012
�
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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 specificallv intended to operate
and be effective even if it is a1leEed or proven that all or some of the damages beinE
sou�ht were caused, in whole or in part, bv anv act, omission or ne�li�ence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its officers, servants and employees, from and against any and all loss, damage
or destruction of property of the city, arising out of, or alleged to arise out of, the work
and services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specificallv intended to operate and be effective even if it is alleged or
proven that all or some of the dama�es being sou�ht were caused, in whole or in part,
bv anv act, omission or ne�li�ence of the citv.
Article 7. MISCELLANEOUS
23 7.1 Terms.
24 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
25 have the meanings indicated in the General Conditions.
26 7.2 Assi�unent of Contract.
27 This Agreement, including all of the Contract Documents may not be assib ed by the
28 Contractor without the advanced express written consent of the City.
29 73 Successors and Assigns.
30 City and Contractor each binds itself, its partners, successors, assib s and legal
31 representatives to the other party hereto, in respect to all covenants, ab eements 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 Docume��s-is�.er�o�nablT e in the State of
40 Texas. Venue shall be Tarrant County, Texas, or the �(J�it�i ,States District Court for the
41 Northern District of Texas, Fort Worth Division. "'` -- `-
' �9`Y � �i�g:��`PA�dY\
�� �� A„�� ("��4�j r�aoyi �
II ° �i111 � ��':7.^ '�i ✓.�, I
_.—r-��b�.,�, '
CIT'Y OF FORT WORTH DFW Airport Reclaimed WaYer Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CiTy Project No. 02025
Revised December 20, 2012
00 52 43 - 4
Agreement
Pa�e 4 of 4
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7.6 Other Provisions.
2 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
3 classified, 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.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WIT'NESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties (`Bffective Date").
Contractor: , City of Fort Worth
r ,_ � � � �, ���� �,"� `^� �i���i���
— / , •� � By:
�' ^ Fernando Costa
, �
1-
By: p,/ `� �= Assistant City Manager
(Signature)
Date //Z///'�' �—�'
���� ��i� �.� %✓
(Printed Name)
�
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Title:
�� �
Attest:
(Seal)
Secretary
Address: ��1 ` 1 `1 ��L l� �.✓ �-s�� �� ��'�
M&C '�U l.e l �
Date:
� � l/l� �
Date s . ac �� � l l G �• K 1-�'i
Assistant City Attorney
,s ;., -�
� k- �
,��i � : ,',' , "
�� .. � �.:�
�� -
�"°': ,� -,
�•• '+cr,•''•�.1�Ttjy1111
City/State/Zip: �� C��: ; �'� ��i ���� Approved as to Form and Legality:
i
APP O L RECOMNIENDED:
� �
1 4' ` �
S. Frank Crumb, P.E.
DIRECTOR,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2012
Water Department
�FFICIAL RECORD
;; 'yIYY SECRETARY
i� �� n���-��� �� �
I� � J�-�� . - _
DFW Airport Reclaimed Water Delivery System Flushline
City Project No. 02025
006113-1
PERFORMANCE BOND
Page 1 of2
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 13 Bond No. SII1124362
PERFORMANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we, North Texas Contracting, Inc., known as "Principal" herein and
Arch Insurance Company , a corporate surety(sureties, if more than
one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
11 or more), are held and firmly bound unto the Ciiy of Fort Worth, a municipal corporation created
12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Four Hundred Fiftv
13 Five Thousand Three Hundred Twenty Four pollars ($455 324.00), lawful money of the United
14
15
16
States, to be paid in Fort Worth, Tanant County, Texas for the payment of which sum well and
truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
17 WHEREAS, the Principal has entered into a certain written contract with the City
18 awarded the ��� day of � P Ct N+ ���- , 20� which Contract is hereby referred to and
19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment
20 labor and other accessories defined by law, in the prosecution of the Work, including any Change
21
22
23
Orders, as provided for in said Contract designated as DFW Airport Reclaimed Water Delivery
System Flushline, City Project No. 02025.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
24 shall faithfully perform it obligations under the Contract and shall in all respects duly and
25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
26 specifications, and contract documents therein referred to, and as well during any period of
27
28
29
30
31
extension of the Contract that may be granted on the part of the City, then this obligation shall be
and become null and void, otherwise to remain in full force and effect.
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
1
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This bond is made and executed in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and o�cers on this the ��7�h day of
6 �PC'Pr� 5 �i , 20 13 -
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PRINCIPAL:
North Texa tracti�' Inc.
�
BY: /� 'v' `� �--iv
Signature
Fusilier, Vice President
Name and Title
Address: 4999 Keller Haslet Rd.
Keller, TX 76248
SURETY:
Arch Insurance Companv
BY_ Qh� � - �7ii�rz����i1/
Signature
Robbi Morales, Attorney—in—fact
Name and Title
Address: 2711 N. Haskell Ave. , Suite 800
, Dallas, TX 7�204
�' -
�
,
�
�1 � ,1 I ' ,
� %
bJitness as to Surety j Telephone Number: 214/989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CiTy Project No. 0202�
Revised July 1, 2011
�
Wi ess as to Principal
00 61 14 -1
PAYMENT BOND
Page 1 of 2
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 14 Bond No. SII1124362
PAYMENT BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
7 That we, North Texas Contractin�, known as "Principal" herein, and
8 Arch Insurance Companv , a corporate surety
9 (sureties), duly authorized to do business in the State of Texas, known as"Surety" herein
10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
12 penal sum of Four Hundred Fifty Five Thousand Three Hundred Twenty Four pollars
13 �$455,324.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County,
14 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs,
15 executors, administrators, successors and assib s, jointly and severally, firmly by these presents:
16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the
17 / Ff h day of �< ��/'� 5�r" , 20 � 3, which Contract is hereby referred to and
18 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment,
19 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
20 said Contract and designated as DFW Airport Reclaimed Water Delivery System Flushline, City
21 Project No. 02025.
22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
26 force and effect.
27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
29 accordance with the provisions of said statute.
30
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
00 61 14 - 2
PAYMENTBOND
Page 2 of 2
1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the � day of
3 _ ;�`� ��' �`� , 20�-
4
ATTEST:
ATTEST:
�
(Surety) Secre
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PRINCIPAL: /
North Tex Contracti '", Inc.
/ `
r"
BY: ��`� �� � � ,�;
Signature
Zach Fusilier. Vice President
Name and Title
Address: 4999 Keller Haslet Rd.
Keller, TX 76248
SURETY:
Arch Insurance Company
BY: ��,_--�,���/
Signature
R�hhi Mnra1PG, Attorne�—in—faCt
Name and Title
� �. Address: 2711 N. Haskell Ave. , Suite 800
� .�� � `� Dallas, TX 7�204
'�i � � � � � .,���C� � �
�itness as to Surety
Telephone Number: 214/989-0000
Note: If signed by an officer of the Surety, there must be on file a certified e�ctract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CIT'Y OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 02025
Revised July 1, 2011
006119-1
MAINTENANCE BOND
Page 1 of 3
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 19 Bond No. SII1124362
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we North Texas Contractin�, known as "Principal" herein and
Arch Insurance Company , a corporate surety (sureties, if more than
one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Four Hundred
Fifty Five Thousand Three Hundred Twenty Four pollars ($455,324.00), lawful money of the
United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well
and truly be made unto the City and its successors, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
17
18 WHEREAS, the Principal has entered into a certain written contract with the City awarded
19 the ���� day of l��f.� 5'� , 20 / 3, which Contract is hereby
20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
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materials, equipment labor and other accessories as defined by law, in the prosecution of the
Woric, including any Work resulting from a duly authorized Change Order (collectively herein,
the "Work") as provided for in said contract and designated as DFW Airport Reclaimed Water
Delivery System Flushline, City Project No. 02025 and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in
accordance with the plans, specifications and Conh-act Documents that the Work is and will
remain free from defects in materials or workmanship for and during the period of two (2) years
after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice from the City of the need therefor at any time within the Maintenance
Period_
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 02025
Revised July I, 2011
00 61 19 - 2
MAINTENANCE BOND
Page 2 of 3
1 NOW THEREFORE, the condition of this obligation is such that if Principal shall
2 remedy any defective Work, for which timely notice was provided by City, to a completion
3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
4 full force and effect.
5
6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
8 be repaired and/or reconstructed with all associated costs thereof being bome by the Principal and
9 the Surety under this Maintenance bond; and
10
11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall iie in
12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
13 Worth Division; and
14
15 PROVIDED FURTHER, that this obligation shall be continuous in nature and
16 successive recoveries may be had hereon for successive breaches.
17
18
19
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised Iuly 1, 2011
00 61 19 - 3
MAINTENANCE BOND
Page 3 of 3
r-
�
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and o�cers on this the � 8�' day of _ _ _
3 �� E�r, � tr- , 20�-
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AT EST: �
DUr�'Yv�'
(Surety) Secre
��� , �
, � � �'���- � ��� , � � � ""1
Witness as to Surety
PRINCIPAL: �
North Te��s Contraciting, Inc.
��{ , / j��-- �
BY: ' � / `�
� nature
Zach Fusilier, Vice President
Name and Title
Address: 4999 Keller Haslet Rd.
Keller, TX 76248
SURETY:
Arch Insurance Company
BY: l ��..r, . � 7yi ,s-> � .4�
Signature
�obbi IyIorales,_ A,�Cor�e�-in-fact
Name and Title
Address: 2�11 N. Haskell Ave., Suite 800
Dallas, TX 7�204
Telephone Number: 214/989-0000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENTS City Project No. 0202�
Revised July t, 201 I
W itness as to Yrmcipa(
=-- - . _. .-. -.. .= iliJlll''III�.IIIIIII��IIIiIII II �I IIII II��III���I� �IIIIIIIII IIIlilllll��illl.
AIC 0000092727
THIS POWER OF ATTORNEY /S NOT VALID UNLESS IT lS PR/NTED ON BLUE BACKGROUND.
This Poweca��4ttorney limits the acts of those named herein, and they have no authority to bind the Company except in fhe
manner and � the extent herein stated. Not valid for Mortgage, Note, Loan, Letter of Credif, Bank Deposit, Currency Rate,
lnterest Rate or Residential Value Guarantees.
POWER OF ATTORNEY _ __
=_ =
�!hilll�ip� =
Know All Persons By These Presents _ -
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal
administrative office in Jersey City, New Jersey (hereinafter referred to as the "Company") does hereby appoint:
Don E. Cornell, Lisa M. Bonnot, Ricardo J. Reyna, Robbi Morales and V. DeLene Marshall of Dallas, TX (EACH)
its true and lawful Attorney(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as
surety, and as its act and deed:
Any and all bonds, undertakings, recognizances-and--other surety obligations, in the penal sum not exceeding
Ninetv Million Dollars ($90,000,000.00). -
This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar
limit of authority as set forth herein.
The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as
binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and
acknowledged by its regularly elected officers at its principal administrative office in Jersey City, New Jersey.
This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company
on September 15, 2011, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned
Secretary as being in full force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety
Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and
authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of
attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and
other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of
process."
This Power of Attomey is signed, sealed and certified by facsimile under and by autho�ifyo_��he following resolution adopted by the
unanimous consent of the Board of Directors of the Company on September 15, 2011:
VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President,
of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature of the _
Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond-
executed pursuant to the resolution adopted by the Board of Directors on September 15, 2011, and any such power so executed,
sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the
Company.
— II IIi, i IIIIII — : —
III'I IIIIIII'll I �il, lllll
- = = � �II'II I� III I I I, _ _ - -
_ ' I i l, �, , i� � � � �i�
OOML0013 00 03 03
Page 1 of 2
Printed in U.S.A.
'���IIII, I i I II�� Iliu��ulll I�I� ���� II
= I� i I��III �� I �Ili��
_ �ii����� I� _ _ -
AIC 0000092727
In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized
officers, this 19th day of Auqust, 2013.
Attested and Certified Arch Insurance Company
��: `o
C7JRPK)9G57f
� ��
Patrick K. Nails, Secretary
STATE OF PENNSYLVANIA SS r�€�p�
COUNTY OF PHILADELPHIA SS
�I /_ �l��N�
L.a.t �J6�`/�
i�l
David M. in e stein, Executive Vice President
I, Kathleen Marcinkus, a Notary Public, do hereby certify that Patrick K. Nails and David M. Finkelstein personally known to me to be
the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a
Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me
this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and
delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth.
rat.��,+arr�x�a,t.�rr� o� a�r�rrsn.�rnw,�
?J07f�RIA� SEA4.
KATH�EEid iA,�RC1kkU5� N�taty Puhlic
Giiy af Philerd�lphla, f�!s. Coun
h4 .__ .. _ 6_ �_ ` 4 ¢
CERTIFICATION
����� ����
Kathleen Marcinkus Not Public
My commission expires 3/14/2014
I, Patrick K. Nails, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated Auqust 19,
2013 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the
date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said David M. Finkelstein, who
executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly
elected Executive Vice President of the Arch Insurance Company.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on
this 14'+`' day of �«�!�''� �� , 20 f�
Patrick K. Nails, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have
no authority to bind the Company except in the manner and to the extent herein stated.
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS:
Arch Insurance — Surety Division
3 Parkway, Suite 1500
Philadelphia, PA 19102
6!`" ''p
� ,
�z+Rrc,N,tr�
s�tt
isra
OOML0013 00 03 03 Page 2 of 2 Printed in U.S.A.
� �� . -
.�---- `�
��
ARCH �nsurance Company
ARCH Surefiy
�FEXAS C�O�N'SU�Vi�R� NQ7#CE
iMPORi'f�N�' NOTICE �
To obtain inform�tion or make a complaint:
You may aoniaet your agent at the �telephone number provided o�. the Decia�-a#ions page
of your poticy. . �
You ma� contact William J. Misero, Surety; Arch lr�surance Company, at fihe tolf-free
�Q�F:j�+i:s� ic iiuiii��i or aadr�ss providea aeiow:
� - Arch� Insurance Com.{iany � .
-Atfention: VI(illiam J. Misero
3 Parkway Suite-1500 . .
. -Ph.�ladefphia PA 19102
- - - 1=8s6-472-8845� � -
.Yo.0 may contact� -the T�xas� Depa�Ement� of Insu�a�ce , to obtain in�o�ma#io�� on
companies.' coverages, rigl�is or comptaints at' �
. � � -800=252-3438 --
� You may write the Texas Depai�me�i of Insurance: � � - .
� � _ � . _ � - � P:O, Box 1490J1 _ � -
� � '. _ . �. Ausii�, T)G 787�[�M9091. -
. - . � � FP►��# (S12) 4�5-177'1 �
PREMlUM OR CLAINtd DiSPUTES: � � -
Should you ha�e a ctispute eonceming youf pcemium or about a claim yo� shouid contact the
agent o� the cor.npar�� ftrst. If the disptate is. not �esolved, you rrray -contac# t�e Te�cas
Deparimenf of lnsu�ance. � �
- ATTACH THiS �OTICE TU YOUR POLiCY:.
This notice is fflr info�rnation onijr and does no.# becorx�e a, part o� condition of the at�ached
document_
(Ed_ 4-l92) Prie�ted in J_S_R_
��
aobizs-i
CBRTIFICAT� OF INSt7tiAlVCE
Page 1 of 1
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sECTTo� ao 6i �s
CERTIFICATE QF INSURANCE
U ," � .: . ��:`��,�
CTTY (7F FURT WO1tTH DFW Airperrt Reclaimui Watcr I?elivery Systcm Flu�hSine
STANDARD C(�NSTRUC`TIQ� SPECTFICATTQN DOCUMEN['S �'%tv PTpjc�t ha. t�2U25
ReviscdJuty i.201I
• � . � � , � . �, � �;
i 1 ! • ! ! '.
CITY fJF FORT WORTH DFW Airport Fteclaimed Water Delivery 5ystem Flushiine
STANDAR� CONSTRUCTiON SPEGIFICATION DOCUM�NTS Clty Project No. 02025
F2evision: December 21, 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 Ternunology ..................................................................................................................................6
Article2— Preliminary Matters ......................................................................................................................... 7
2.01 CopiesofDocuments ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Work .......................................................................................................................... g
2.04 Befare Starting Construction ........................................................................................................ 8
2.05 Preconstrucrion Conference .......................................................................................................... 8
2.06 Public Meeting .............................................................................................................................. 8
2.07 Initial Acceptance of Schedules .................................................................................................... 8
Article 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8
3.01 Intent .........................................................................................................�•---•---._.......................... 8
3.02 Reference Standards ......................................................................................................................9
3.03 Reporting and Resolving Discrepancies ....................................................................................... 9
3.04 Amending and Supplementing Contract Documents .................................................................10
3.05 Reuse of Documents ...................................................................................................................10
3A6Electroruc Data ............................................................................................................................11
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ...........................................................................................................11
4.01 Availability of Lands ..................................................................................................................11
4.02 Subsurface and Physical Conditions ..........................................................................................12
4.03 Differing Subsurface or Physical Conditions .............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points ....................................................................�---....._...........................................14
4.06 Hazardous Environmental Conditian at Site ..............................................................................14
Article 5— Bonds and Insurance ..................................................................
5.01 Licensed Sureties and Insurers .................................................
5.02 Performance, Payment, and Maintenance Bonds .....................
5.03 Certificates of Insurance ..........................................................
5.04 Contractor's Insurance ..............................................................
5.05 Acceptance of Bonds and Insurance; Option to Replace.........
........................ ..........................16
,............-• ...................................16
.................................................16
..................................................16
..................................................18
.................................................19
Article 6 — Contractor's Responsibilities ........................................................................................................19
6.01 Supervision and Superintendence ...................�----�-•---...._............................................................19
CITY OF FORT WOf2TH DFW Airport Reclaimed Water Delivery System Fiushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December 21, 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 Conceming Subcontractors, Suppliers, and Others ....................................................................24
6.07 Wage Rates .................................................................................................................................. 25
6.08 Patent Fees and Royalties ........................................................................................................... 26
6.09 Pernuts and Utilities ......................................................................•••-•--.......................................27
6.10 Laws and Regulations ...............................................................•---..._..........................................27
6.11 Taxes ........................................................................................................................................... 28
6.12 Use of Site and Other Areas ....................................................................................................... 28
6.13 Record Documents..-•-•-�-•-� ..........................................................................................................29
6.14 Safety and Protection ..................................................................................................................29
6.15 Safety Representa.tive ..................................................................................................................30
6.16 Hazard Communication Programs ............................................................................................. 30
6.17 Emergencies and/or Rectification ............................................................................................... 30
6.18 Subxuitta.ls ........................................�--.....---.._.........._................................................_..................31
6.19 Continuing the Work ..............................................................................................................•---.32
6.20 Contractor's General Warranty and Guarantee ....................................................•,---•---•-•--........ 32
6.21 Indemnification ......................................................................................................................... 33
6.22 Delegation ofProfessional Design Seavices ..............................................................................34
6.23 Right to Audit .........................................................•--............................................................_.....34
6.24 Nondiscrimination .............................................................................................•--.......................35
Article7- Other Work at the Site ...................................................................................................................35
7.01 Related Work at Site ...................................................................................................................35
7.02 Coordination .....................................................................•-•----._._................................................36
Article 8- City's Responsibilities ......................................�--...........-•----......_...........-•--•--................................ 36
8.01 Communications to Contractor ...................................................................................................36
8.02 Furnish Data....---•�-•--• ........................................................................�----�-------.............................36
8.03 Pay When Due ..........................................................................................................•----------....... 36
8.04 Lands and Easements; Reports and Tests ...................................................................................3b
8.05 Change Orders....--------�-•--• ..................................................................................•--......................36
8.06 Inspections, Tests, and Approvals .............................................................................................. 36
$.07 Limitations on City's Responsibilities .................................................. ..................... 37
-•• .............
8.08 Undisclosed Hazardous Envirorunental Condition ....................................................................37
8.09 Compliance with Safety Program.--� ...................................................................•----.............._....37
Article 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 Deterininations for Work Performed ..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December21, 2012
Article 10 - Changes in the Work; Claims; Exh-a 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 Norification to Surety ..................................................................................................................39
10.06 Contract Claims Process .............................................................................................................40
Article 1 I- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41
1 LOl Cost of the Work .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 Unit Price Work ..........................................................................................................................44
11.04 Plans Quantity Measurement ......................................................................................................45
Article 12 - Change of Confract Price; Change of Contract Time .................................................................46
12.01 Change of Contract Price ............................................................................................................46
12.02 Change of Contract Tirne ............................................................................................................47
12.03 Delays ..........................................................................................................................................47
Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defecrive 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 Perioc3 ........................................................................................................................50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 City May Correct Defective Work ......................�-�----••---................................._.........................51
Article 14 - Payments to Contractor and Completion .................................................................................... 52
14.01 Schedule of Values ........................................................................................•--�--........................52
14.02 Progress Payments ...................................................................................................................... 52
14.03 Contractor's Warranty of Title ..--•-• ............................................................................................ 54
14.04 Partial Utilization .................................................................................�-�--..................................55
14.Q5 FinalInspection ...........................................................................................................................55
14.06 Finai Acceptance ...........................................•---....._....................................................................55
14.07 Final Payment .............................................................................................................................. 56
14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56
14.09 Waiver of Claims ........................................................................................................................57
Article 15 - Suspension of Work and Terinination ...-• ...................................................................................57
15.01 City May Suspend Work ............................................................................................................. 57
15.02 City May Terrriinate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience .......................................................................................60
Article 16 - Dispute Resolution ...................................................................................................................... 61
16.01 Methods and Procedures .............................................................................................................61
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December 21, 2012
Article17 — Niiscellanevus .............................................................................................................................. 62
17.01 Ciiving Notice .............................................................................................................................. 62
17.Q2 Computation of Times ................................................................................................................ 62
1 i.03 Cumulative Rernedias ................................................................................................................. 62
17.04 �urvival of Obligations ............................................................................................................... 63
I7.Q5 Hea.dings ......................................................................................................................................63
CITY �F FORT WORTH DFW Airport Fieciaimed VJater C}elivery System Flushilne
STANDARD CONSTRUC710N SPEGIFIGATION DOCUMENTS City Projed No. 02025
Revision; December29,2012
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Ternzs
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meani.ngs indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, ferninine 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 Gontract Documents include references to identified articles and paragraphs,
and the titles of other docurnents or forms.
1. Adderida—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment—The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documenta.tion as is required by the Contract Docuxnents.
4. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current ac�ion levels established by the United
States Occupational Safety and Health Adnunistration.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who submits a Bid directly to City.
8. Bidding Doczcments—The Bidding Requirernents and the praposed Contract Documents
(including all Addenda).
9. Bzdding Reyuir-ements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11. Buzzsaw — City's on-line, electronic docurnent management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivety System Flushiine
- STANpARD CONSTRUCTION SPECIFICATION DdCUMENTS City Project No. 02025
Revision: December21,2012
13. Change Order A dacument, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Wark or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. Cit�— 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 fnal enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Cantractor has entered into the Agreement and for whom the Work is to be
performed.
I5. City Attorney — The o�cially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized zepresentative.
16. Ciry Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustrnent 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 Documents and
supersedes prior negotiations, representarions, or agreements, whether written or oral.
20. Contract Documents—Those items so desib ated in the Agreement. All items listed in the
A�-eement are Contract I}ocuments. Appraved 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 compietion 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. Contract Time The number of days ar 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. Contt-aetor The individual or entity with whom City has entered into the Agreement.
24. Cost af the Work—See Paragraph 11.01 of these General Conditions for definition.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTIdN SPECIFICRTION QOCUMENTS City Project No. �2Q25
Revision: December 21, 2012
25. Damage Clairres — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, uriless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Commi�ni�-y 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 Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assisiant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Depariment
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 performed by
Contractor. Submittals are not Drawings as so defined.
33. Effectzve Date of the 14greement—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 Agreernent 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 perfornung professional services for the City.
35. Extra T�TTork — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities ar for other reasons for which no prices aze grovided in the
Contract Documents. Extra work shall be part of the Work.
36. Field Order — A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
37. Finul �4eceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECfFICATION DOCUMENTS City Project No. 02025
Ftevision: December 21, 2012
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 Requir-ements—Sections of Division 1 of the Contract Documents.
40. Hazardous Envif-onmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities ar
circumstances tl�at may present a substantial danger to persons or praperty exposed thereto.
41. Hcu.ardous 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. Laws and Regulations—Any and all applicable Iaws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdictian.
43. �iens—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 less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timeiy compliance by the Successfizl Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48_ PCBs—Polychlorinated biphenyls.
49. Petf�oleum—Petroleum, including crude oil or any fraction thereof wluch is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans — See defuaition of Drawings.
CITY OF FOF2T WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December 21, 2012
51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities cornprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project—The Work to be performed under the Contract Documents.
53. �'roject Representative—The authorized representative of the City who wili be assigned to
the Site.
54. Public Meetzng —�ln announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
55. Radioactzve 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 7:04 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal halidays).
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 vf Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements ta support scheduled performance of related
constniction activities.
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 Payment.
60. Site—Lands or areas indicated in the Contract Documents as being fumished by City upon
which the Work is to be performed, including rights-of-way, perrnits, and easements for
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain adininistrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents {Dzvision 00 00 00)
of eaeh Project.
62. Subcontractor—An individual or entity having a direct contract wifh Contractor or with any
other Subcontractor for the perFormance of a part of the Work at the Site.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December 2�, 2012
63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work_
64. Success,f'ul Bidder—The Bidder submitting the lowest and nnost responsive Bid to whom City
makes an Award.
1.a2
65. Superintenderzt — The representative of the Contractor who is available at all times and able
to receive instnictions from the City and ta act for the Contractor.
66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any 5ubcantractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited ta, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend I�Tjorkzng 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 Ciry,
71. Work—The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, ail as required by the Contract I?ocuments.
72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the perfarmance of the principal unit of
work underv,�ay for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
TeYminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements ar Contract Documents, have the indicated meaning.
B. Intent of Certuin Terms or Adjectives:
CITY OF FORT WORTH DFW Airport Ftectaimed Water Delivery System Ffushline
STANQARD CONSTRUCTION SPECIFICAT(ON DOCUMENTS City Project No. 02026
Revision: December21, 2012
l. The Contract Documents include the terms "as alIowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or impart are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, actian, or deternunation
will be solely to evaluate, in general, the Work for compliance with the infozmation 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. De, f'ective.•
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been dainaged prior to City's written acceptance.
D. Furnish, Install, Perform, Provide:
L The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Dacuments, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Dvcuments
- City shall furnisb 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
fumished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proeeed
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 tirne within 14 days after the Effective Date of the Agreement.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushiine
STANDARQ CONSTRUCT(ON SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December2l, 2012
2.03
2.04
2.05
2.06
2.0'7
Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work snall be done at the Site prior to the date on which the Contract Time commences to run.
Before Startzng Constncction
Baseline Schedzcles: Submit in accordance with the Contract Documents, and prior to starting the
Work.
Precotastruction Conference
Before any Work at the Site is started; the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
Initial Acceptance of Schedules
No prob ess payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REITSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof} to be constructed in accardance with the Contract Dacuments. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as heing required to produce the
indicated result will be provlded whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of stxeamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in confornuty with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles witlun a part depending on the format of the
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARd CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December2l, 2012
section. The Contractor shall not take advantage of any variation af foam, format or style in
making Contract Claims.
3.02
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily lirnited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
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 Reguiations
in effect at the time af opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
3.03
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractars, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instnzction shall be effective to assign to City, or any of its
officers, directors, mexnbers, 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 responsihility inconsistent with the provisions of the Cantract Documents.
Reportzng and Re.solving Disef�epancies
A. ReportingDiscrepancies:
1. Contractor's Review of Contract Doc�uments Before Starting Wor-k: Before undertaking each
part of the Work, Contractor shall carefully study and campare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor sha11 promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Cantraetor's Review of Contract �ocuments Duritag Perforrnance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguiry, or discrepancy
within the Contract Documents, ar between the Contract Documents and (a) any applicable
Law or Regulation ,(b} any standard, specification, manual, or code, or {c} any instruction of
any Supplier, then Contractor shall promptly report it to Ciry in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
ClTY OF FORT WORTFI DFW Airport Reclaimed Water Delivery 5ystem Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December2i.2Q12
6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents sha11 take precedence in resolving any conflict, eiror, 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 specif cally
incorporated by reference in the Contract Documents).
3.04
3.05
2. In case of discrepancies, figured dimensions shal] govem over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govem over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
Amending and Supplementing eontract Documents
A. The Contract Documents may be amended to provide for additians, deletions, and revisions in
the Work or to modify the tenns and conditions thereof by a Change Order.
B. The requirements of the Cantract 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;
Z. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's writien interpreta.tion or clarification.
Reuse ofDocuments
A. Contractor and any Subcontractor or Supplier shall not:
l. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents {or copies of any thereof} prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptatian by Engineer,
CITY OF FORT WORTH DFW Airport Reclaimed Water Qelivery System Fiushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: decemher2t, 2012
B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shalI preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise sta.ted 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 lrnown as hard copies} and other
Specifications referenced and Iocated on the City's Buzzsaw site. Files in electronic media
format of text, ciata, 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 ihere is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring doeuments in elecironic media format, the transferring party makes no
representations as to Iong terrn compatihility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability ofLunds
A. City shall furnish the Site. City shall notify Contractor of any encumbrances ar restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in perform.ing the Work. City wili obtain in a timely manner and pay for easements for
permanent struchues or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, anti/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 righi-of-way, and/or easements.
2. The City has or anticipates removing andlor relocating utilities, and obstructions to the Site.
Any outstanding rernoval or relocation of utilities ar obstruc�ions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others_
B. Upon reasonable written request, City shaIl 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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STANDARD CONSiRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December2l, 2D12
C. Coniractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02
4.43
Subsurface and Physical Conditians
A. Reports and Drawings: The Supplementary Conditions identify:
l. those reports known to City of explarations and tests of subsurface canditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities)_
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is ideniified in the Supplementary
Conditions. Contractor may not make any Contract Claim against Ciry, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opuuons, and information contained irt 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.
D ffering Subsurface or Physical Conditions
A. Notice.• If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to esta.blish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in �lie Contract
Documents;
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tllen Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writirtg about such condition.
B. Possible Price and Time Adjz�stments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition couid reasonably have been discovered ar 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 (Jnderground 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 furnisheci to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is atherwise expressly provided in the
Supplementary Conditions:
l. 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 aII of the following wili be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustrnent 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 repairulg any damage
thereto resulting from the Work.
B. Not Shown or Indicated.•
1. If an Underground Facility which conflicts with the Work is u,ncovered 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 sha11, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or perfoxming any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility_ Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
4_OS
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verifcation of existing utilities, structures, and service lines shall irzclude notification of all
utility companies a minunum of 48 hours in advance of construction including exploratory
excavation if necessary.
Refef-ence Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
lacations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient ti.me ta 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 fizll
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Canditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data fluthorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings aze not Contract Documents. Such "technical data" is identif ed in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their o�cers,
directors, members, pariners, emplayees, agents, consultants, or subcontractors witk respect to:
the completeness of such reports and drawings for Contractor's purposes, including, but nat
limited to, any aspects of the means, methods, techniques, sequences and pracedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. ather 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 ta be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i} secure or otherwise isolate such condition; (ii) stop alI Work in connection with
such condition and in any area affeeted thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii} notify City (and promptly thereafter confirm sueh notice in writing).
City may consider the necessity to retain a qualiiied expert to evaluate such condition or take
corrective action, if any.
- E_ Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractar: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii} specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regzclations, Contractor shall irademni.fy and hold
hatmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, urchitects, attorneys, and other professiQnals arzd all court
o� arbitrution oY other dispute resolution costs) arising out of ot- relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contt-actor is
responsible. Nothiftg in this Paragraph 4.06.G shall obligate Contractot- to indemnify any
individual or entity fi-om and against the consequeraces of that individtcal's or entzty's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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.i� ; � 1, � �
5.01 Licensed Sureties and Instcrers
5.02
5.03
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
Perforrrzance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Fina1
Acceptance by the City.
C. All bonds shall be in the form preseribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Mauagement Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attamey-in-fact must be accompanied by a sealed and dated power of attomey
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 temlinated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptiy notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirennents of Paragraphs 5.01 and 5.02.C.
Certificates of'Insurance
Cantractor 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.
1. The certificate of insurance shall document the Ciry, and a1I identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractar's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Praperty & Casualty Guide
4. The insurers for all policies must he licensed andlor approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonabiy equivaient fmanciai
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies sha11 i.nclude 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 fuli compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
prunary coverage.
8. Unless othen�vise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims-made basis, the retroacrive date shall be coincident with
or priar to the date of the effective date of the agreement a.nd 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
msurance 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 deteimined to be unacceptable or the City desires additional insurance
caverage, and the City desires the cantractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10_ Any self-insured retention (SIR}, in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, altemative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11_ Any deductible in excess of $5,000.04, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
12. Ciry, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustrnents 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
conform the palicy and endorsements to the requirements of the Contract. Deletions,
revisions, ar 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
Cantractor's insurance.
5.04 Contractor's Insurance
A. Worke�s Compensatzon and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits far
Employers' Liability as is appropriate for the Work being performed and as v✓ill provide
protec�ion from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirecfly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational siclrness or disease, or death of
Contractor's employees.
B. Commercial General Liubility. Coverage shali include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/aperations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shali be provided on an occurrenee basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as prirnary 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 aiter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3} years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A cornmercial business auto palicy shall provide coverage on "any auto",
defined as autos awned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any af the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad �'rotective �iability. If any of the work or any warranty work is within the limits of
railroad right-af-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Natification o,f Policy Cancellation: Contractar shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured There sha11 be no time credit for days not worked pursuant to this section.
5.05 Aceeptance of'Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bands or insurance
required to be peu-chased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates {or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain ail of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in wriiing of such failure
prior to the start of the Work, or of such failure to maintain pzior to any change in the required
coverage.
ARTICLE 6 — C4NTRACTOR'S RESPONSISILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devating
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with ihe Contract Documents. Contractor shail be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced withaut written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contcactor. All communication given to or received from the Superintendent shall be
bindang on Cantractor.
6.02
6.03
C. Coniractor shall notify the City 24 hours prior to maving areas during the sequence of
construction.
Labor; Working Hoa�rs
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required far 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 Reb lar Working Hours. Contractor will not permit the
gerformance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication} to perform Work:
1. for beyond Regu.lar Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
Services, Materials, and Equipmerzt
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume fu11
responsibifity for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel; power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other faciiities 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 nat 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 expressiy run to the benefit
of City. If required by �ity, Contractor shall futnish 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 rnay be provided in the Contract Documents.
`� � ,
D. All items of standard equipment to be incorporated into the Wark shall be the latest modei at the
time of bid, unless otherwise specified.
Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.47
and the General Requirements as it may be adjusted from time to time as provided below.
l. 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.
Z. Coniractor 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 adjustrnents in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
.1
Substitutes and "Or-Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification ar description contains or is followed by words reading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or--Equal " Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and su�ciently similar so thai 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 rnay, in City's sole discretion, be
accomplished without compliance with same or a11 of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.QS.A.1, a proposed item of
material or equipment wiil be considered functionally equal to an item so named if:
a. the City deterrnines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at teast equalty 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 availabiliry of responsive service; and
b. Coniractor 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 deta.iled requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material ar equipment proposed by Contractor does
not qualify as an"or-equal" item under Paragraph 6.OS.A.1, it may he submitted as a
proposed substitute item.
b. Contractor shall submit sufficient informarion as provided below to allow City to
deterinine if the item of material or equipment proposed is essentially equivaient 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 tha� Contractor seeks to fumish or use. The application sha11
comply with Section O l 25 00 and:
1) shall certify that the proposed substitute item wiil:
a) perform adequately the functions and achieve the results called for by the general
desi�a;
b} be sunilar 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 an 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 wark on the Project} to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) wi11 identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and repiacement 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 af 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,
Confractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit su�cient infarmation to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.OS.t�2.
C. Ciry's Evalzcation: City wili be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. Na "or-equai" or substitute will be ordered, instalied or urilized 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 detern�ination.
D. Special Guarantee.� City may require Contractor to furnish at Contractor's expense a special
perforrnance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemn� and hold harmless Ciry and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) ur�ising out
of the use ofsubstituted matet-ials or equipment.
E. City's Cnst Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragrapl�s 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 substitu.te. Contractar may also be required to
reimburse City for the charges for rnaking chauges in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contructor's Expense: Contractor sha11 provide ali data in support of any praposed substitute ar
"or-equal" at Contractor's expense.
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. 1.
G. City Substitute Reimbtcrsement: Costs (savings or charges} attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No addational time will be granted for substitutians.
Concerning Subcontractors, Suppliers, and Others
A. Contractor sha11 perfonn with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractars, Suppliers, or other
individuals or enrities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterp�ise Ordinance Compliance: It is City 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 andlor SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as arnended) by the following:
1. Contraetor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE andlor SBE on the Contract and payment
therefor.
2_ Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the Ciiy. Any unjustified change or deletian shall be a material breach of
Contract and may result in debarment in accordance with the procedures autlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession af the Contractor that will substantiate the actual work
performed by an MBE anc3/or SBE. Material misrepresentation of any nature may be graunds
for termination of the Contract in accordance with Paragraph 15.42.A. Any such
misrepresentation may be grounds for disqualification of Cantractor to bid on future
contracts with the City for a period of nat less than three years.
E. Contractor shall be fully responsible to City for aIl 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 Cantractor'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 ather 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
Subcontzactors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. Ail Work performed for Conh-actor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Cantractar and the Subcontractor or Supplier which specifically
binds the Subcantractor or Supplier to the applicable tenns and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code {as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty�or Vivlation. 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 Yiolatioris and City Detert�aination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violafion of 2258.023, Texas
Government Code, by a Coniractor or Subcontractor, the City shall make an initial
detenninatiQn, before the 31st 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
determinatian that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claiinant or claimants as the
difference bet�veen 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. Arbitr-ation Required if Violation Not Resolved. An issue retating to an alleged violatian of
Sec�ion 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 deternunation pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that
arbitration is required, a district court shail appoint an arbitrator on the petition of any of the
persons. The �ity is not a party in the arbitration. The decisian and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
• /:
E. Records to be Maintained. The Contractor and each Subcontractor shali, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupaiion of each worker employed by the Contractor in the constructian of the Work pravided
for in this Contract; and (ii} the actual per diem wages paid to each worker. The records shall be
open at a11 reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroil periad, whichever is less, the
Contractor sha11 submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to tlie use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Dacuments
for use in the perFormance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence af such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall zndemnify and hold
harmless City, from and against all clairns, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professianals and all court
or arbztration or othef- dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the perfornaance of the Work or resulting frorn
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the incorporation in the Work of any invention, design, process, prodt�ct, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits arzd 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 govemmental charges and inspection fees necessary for the prosecution
of tl�e Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Docurnents. It wiIl be the Contractor's
responsibility to carry out the provisions of the pernut. If the Contractor initiates changes to the
Contract and the Ciry approves the changes, the Contractor is responsible for obtaining
clearances and coardinating with the appropriate regulatory agency. The City wi11 not reimburse
the Contractor for any cost associated with these requirements of any City aequired penmit. The
following are permits the City will obtain if required:
1. Texas Deparrment of Transportation Permits
2. U.S. Arnry Corps of Engineers Permits
3. Texas Commission on Environrnental Quality Pernuts
4. Raikoad Company Permits
C. Dutstanding permits and licenses. The City anticipates acquisition of andlor 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 cousider any outstanding
permits and licenses.
6.10 Laws and Regulatiorzs
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be respansible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Reb lations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and a�l
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court ar arbitration or other dispute resolution casts} 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 Regularions 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 adjusiment in Contract
Price or Contract Time.
6.11 Ta�ces
A. On a contract awarded by the City, an organization which qualiiies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materiais, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to camply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruting .011, and any other applicable rulings perta.ining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. http://www_window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. �imitation on Use ofSite arzd OtherArea.s.•
l. Contractor shall confine constniction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas pernutted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor sha11 assume fuil responsibiliry 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 VJork.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
cazrying an operations in a portion of a streei, right-of-way, or easement greater that� is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in prob ess before work is commenced on any additional
area of the Site.
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3. Should any Dama�;e Claim be rnade 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 shal! indemn� and hold harmless City, from and
against all claims, costs, losses, mzd damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occz�pant against City.
B. Removal of Debris Dut-ing Performance of the Work: During [he progress of the Work
Contractor shall keep the Site and other areas free from accurnulations af 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 Maintenarace 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
faiis ta correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Tinal Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery; and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nar peimit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent properly to stresses or pressures that will endanger it.
6.13 Record Doccsments
A. Contractor sha11 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 rnade during construction. These record documents together with aIl approved
Samples and a caunterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record docurnents, any operation and maintenance manuals,
arid Submiitals will be delivered to City prior to Final Inspection. Contractor sha11 include
accurate lacations for buried and imbedded items.
6.24 Saf'ety and Protectiofz
A. Contractor shail be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in eonneetion with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. a11 persons on the Site or who may be affected by the Work;
2. a11 the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
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 constructian.
6.15
6.16
5.17
B. Contractor shall comply with aIl applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or properiy from damage, injury, or lass; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and sha11 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 shail 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 Contractar, any Subcontractor, Supplier, or any
other individual or entity d.irectly ar 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 af the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
Hazard Communication Prob ams
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available ta or exchanged between or among
employers in accordance with Laws or Regulations.
Emergencies andlor Reetifzcati�n
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is abligated to act to prevent tl�reatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the Ciry to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remediai action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due ar become due the Contraetor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be eomplete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
- review the information for the limited purposes required by Paragraph 6.18.C.
3. Snbmittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept sha11 be executed in confornuty with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upan which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
reiated Work performed prior to City's review and acceptance of the pertinent submittal will be
at the soie expense and responsibility of Contractor.
C. Czry's Review:
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 detenmine if the
itezns 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.
6.19
: 1
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance sha11 not relieve Contractor from responsibility for any
variation from the requirements of the Cantract Documents unless Contractor has complied
with the requirements of Section Ol 33 QO 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.
Continuing the Work
Except as otherwise provided, Contractor shali 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 disab eements, except as City and Contractor may otherwise agree in
writing.
Contractor's General WarYanty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Dacuments and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to reiy on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, mvdification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under norrnal 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 fmal payment;
the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy a.ny defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
fuinish 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 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 o�cers, agents, employees, subcontractors, licenses or invitees under this
Contract. �'HIS INDEMNIFICATION PROVISION IS SPECTFiCAL�Y �TTENDED TO
(JPFRATF_, AND SE EFFECTiVF EVEN IF IT IS ,�L�,,EGED OR PR�VEN THA;T ALL
OR SQMF OF THE DAIVLAGES BEING SOUGHT �RF, CAUSED. IN WHQLE OR IN
�'ART• B� ANY ACT. OMISSION OR NEGLIGENC�, OF THE �ITY. This indemnity
provision is intended to include, without limiianon, indemnity for costs, expenses and Iegal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenanis and agrees to indemnify and hoId harmless, at its own expense, the
City, its officers, servants and employees, fram and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDE.MNIFICATION P�20ViSIQN IS
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
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� s !.. ��'. t ... �� � �' � �;: � \ i,. i �. � �' � � �� �
. �;. � ♦ � b,'� .. . � � i�.. 0 . '. ' *, . � � �� '.. � f � i,.. �� i ,: . � �'' ���,. '..
1� \ ��. i ,'�. �,, � ,...1� � � � � \ � � i \: ���. � '� • , '�.. i � U
� . • •:
► � i .
622
6.23
�elegation ofProfessional Design Services
A. Cantractor will not be required to provide prafessional design services unless such services are
specifically required by the Contract Documents for a portion of the Work ar uniess such
sezvices are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certificatians, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City sha11 be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose af checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
and acceptance of Submittals (except design calculations a.nd design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
Right to Audit
A. The Contractor agrees that the City shall, untii the expiration of three (3) years after fmal
payment under this Contract, have access to and the right to examine and photocopy any di.rectly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and sha11 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. Contractar fiarther agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the Czty shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and phatocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, invoiving lransactions to
the subcontract, and further, that City shall have access during Regular Working Hours to a11
CITY OF FORT WORTH DFW Airport Reciaimed Water Delivery System Flushline
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Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Su6contractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractar for the cost of the copies as follaws at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrzmination
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.
Deparlment of Transportation and the Federal Transit Administration (FTA}, without
discrimirrating against any person in the United States on the basis of race, color, or national
origin.
B. Title YI, Civzl Rzghts fict of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE '7 — 4THER WORK AT THE SITE
7.Q1 Related Work at Site
A. City may perform other work related to the Project at the Site with Ciry'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 Docusnents, then written nofice
thereof will be given to eontractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is perfonning other work with City's employees or other City
coniractors, 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
properiy 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
Contraetor may cut ar alter others' work with the written consent of City and the others whose
work will be affected.
C. If the praper execution or results of any part of Contractor's Work depends upon work performed
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by athers.
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STANDARD CONSTRUCTION SPEC(FICATION DOCUMENTS City Praject No. 02025
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7.02 Coardination
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:
the individual or entity who will have authority and responsibiiity for coordinatian of the
activities among the various contractors will be identified;
2_ the specific matters to be covered by such autharity and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPON�IBILITIES
8.01 Communication.s to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Fisrnish Data
City shall timely fizrnish the data required under the Contract Documents.
8.Q3 Pay Whet� Due
• �.
• �.
�' 1.
City shall make payments to Contractor in accordance with Article 14.
Lands and Easements; Reports a�zd 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
ideniifying and making available to Contractor copies of reports of explarations 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.
Change Orders
City shall execute Change Orders in accorda.nce with Paragraph 10.03.
Inspections, Tests, and 14pprovals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
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8.07 Limitations on City's Resp�nsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
- precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regularions applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condztion
City's responsibility with respect to an undisclosed Hazardous Environmental Candition is set forth
in Paragraph 4.06.
8.09 Cornpliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14.
AR.TICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 �'ity's Project Representative
City will provide one or more Project Representa.tive(s) during the construction period. The duties
and respansibilities and the lirnitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Yisits to Site
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of cons#ruction as City deems necessary in order to observe the prob ess 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 wi11 not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December2l, 2012
9.03 Authori�ed Yariations in Work
r• 1 �,
9.05
:! ! .
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 alsa on Contractor, who shall perform the Work involved promptly.
Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or wi11 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 Dacuments. City will have authority to conduct special inspection ar
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
Determznations for Work Pe�formed
Contractor will deternline the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary deternlinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue refened.
C. City's written decision on the issue refened will be fmal and binding on the Contractor, subject
to the provisions of Paragraph 14.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10_O1 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any tune 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 specificaily 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 noi requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciky Project No. �2025
Revision: December 21, 2012
10.02 Unauthorized Changes in the Work
Contractor sha11 not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Conh-act Documents as
- amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: {i) ordered by Ciry pursuant to Paragraph 10.Q1.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 F.xtra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
tlzereof, and the City insists upon its performance, the Contractor shall procaed with the work
after making written request for written orders and sha11 keep accurate account af ttie actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor sha11 furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
coirected 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 eosts Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
rime, including withaut limitation, any costs for delay, extended overhead, ripple or iznpact 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 scape of the Wark or the provisions of the Contract Documents (including, but not limited
to, Cantract 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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STANDARD CONSTRUCTfON SPECIFICATfON DOCUMENTS City Project No. 02025
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10.06 Contract Claims Process
A. Ciry's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
conditian precedent to any exercise by Contractor of any rights or remedies he may othezwise
have unaer the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
Writ�en notice sta.ting 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 subsiantiate a Contract Claim shall 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 Contractar to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5_ Each Contract Claim shall be accompartied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
The City sha.il submit ariy response to the Contractor within 30 days after receipt of the
claimant's last suhmittal (unless Contract allows additional time).
G Ciry s Action: City wiIl review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. natify the Confiractor that the City is u.nable to resolve the Contract Claim if, in the Ciiy's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract elaim, such notice shall be deemed a den.ial.
CITY OF FORT WORTH DFW Airport Fteciaimed Water Delivery 5ystem Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: Qecember21,2012
D. City's written action under Paragraph 10.06.0 wiIl 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. Na Contract Claim for an adjustrnent in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE W4RK; PLANS
QUANTITY MEASUREMENT
11.Q1 Cost of the Work
A. Costs Ineluded: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.O1.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
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and sha11
inciude but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees sha11 include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroli costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll ta.xes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of perforrning 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 a11 materials and equipment furnished and incorporated in the Work, including costs
of transporta.tion and storage thereof, and Suppliers' field services required in connecfion
therewith.
3. Rentals of all construction equipment and znachinery, and the parts thereof whether rented
from Contractor or oihers in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs sha11 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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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Q2025
Revision: December 21, 2d12
4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids fram subcontractors acceptable to
Ciry and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, wiil be accegtable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractar'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. Sugplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties conrzected with the Work.
b. eost, ineluding transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property af
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 pernuts and licenses.
�. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cast of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communicarion services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
CITY OF FORT WORTH DFW Airport Rec4aimed Water Deli�ery 5ystem Flushline
STANDARD CdNSTRUCTION SPECIFICATION DQCUMENTS City Project No. Q2025
Revisiort: December21.2012
h. The costs of premiuzns for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Exeltcded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, p�u-chasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site ar in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 1 l.Ol.A.4, all of which are to be
considered administrative costs covered hy the Contractor's fee.
2. Expenses af Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Wark and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, ar anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
- supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be detennined as set forth in the Agreement. When the value of a.ny Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be deternlined as set forth in Paragraph 12.O1.C.
D. Documentation: Whenever the Cost of the Work for any purpose is ta 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.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such surns and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances:
1. Contractor agrees that:
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STANDARD CONSTRUCTION SPECIFICATION dOCUMENTS City Project No. 02025
Revision: December2l, 2012
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 fmai payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents pravide 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 amaunt equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Wark are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Deternvnations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.45.
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 ideniified 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 accardance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Qttantity Measurement
A. Plans qua.ntities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Cantract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity wili be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised hy a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to iix the final quantity as a plans
quantity.
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E. Far callout work or non-site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
1 Z_Ol Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions af Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price {which may include an allowance for overhead
and profit not necessariiy in accordance with Paragraph 12.O1.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 fihe Work (determined as provided in Paragraph 11.01� plus a
Contractor's fee for overhead and profit {detern�ined as provided in Paragraph 12.O1.C}.
C. Contractor's Fee.• The Contractor's additional fee for overhead and profit shall be deterniined as
follows:
1. a mutually accepta.ble fixed fee; or
2. if a fixed fee is not agreed ugon, 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.Ol.A.l, 11.O1.A.2. and 11.OI.A3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2} bonds and insurance;
b. for costs incurred under Paragraph 11.01.A.4 and 11 A1.A.5, the Contractor's fee shall be
f ve 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 performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 1I.O1.A.1 and 11.O1.A2 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 curnulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and
11.O1.B;
d. the amount of credit to be allawed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Chatage af Contract Time
A. The Contract Tirne may onty 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.
12.43 Delays
A. Where Contractor is reasonably delayed in the perforrnance 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 Cantract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or negleet by City, acts or negleet of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shali 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 limiied to all fees and charges of engineers, architects, attorneys, and
other professionals and aIl court or arbitration or other dispute resolution costs} sustained by
Contractor on or in cannection with any other project or antieipated project.
C. Contractar shall not be entitled to an adjustment in Contract Price or Contract Time for delays
_ within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information ar material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE W4RK
13.01 Notice ofDefects
Notice of all defective Work of which City has actual knowledge wi11 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 govemmental 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. Cantractor shall give City timely notice of readiness of the Work for a11 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 Reguiations of any public body having jurisdiction require any
of the Work (or part thereo fl to be inspected, tested, or approved, Contractor shall asstune 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 CQnditions or any Texas Department of Licensure and Regula�ion (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, miY 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") ta
perform any inspections or tests ("Testing") for any part of the Work, as determined salely hy
City.
l. Ciry 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.
Coniractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Fina1 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 hy
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor sha11 have the right ta make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 �ncovering 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 far 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 abservation, inspection, or testing as City may require, that portion of the Work in question,
furnishing al1 necessary labor, materiai, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and darnages (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, observarion, inspectian, and testing, and of
satisfactory replacement or reconstructian (including but not limited to all costs of repair or
replacement of work of others}; or City shall be entitled to accept defective Wark in
accordance with Paragraph 13_08 in which case Contractor shall still be responsible for aIl
casts associated with exposing, observing, and tesfing 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, expasure, observation, inspection, testing, replacement, and reconstruction.
I3.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or faiis to perform the VVork in such a way that �he cornpleted t�Vork will conform to
the Contract Dacurnents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been elirninated; 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 af Contractar, any
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Subcantractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Carrection ot-Remaval ofDefective Work
A. Promptly after receipt of written notice, Contractor shatI correct all defective Work pursuant to
an accepta.ble schedule, whether or not fabricated, instailed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defecrive.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
Iimited to all fees and charges of engineers, architects, attomeys, and other professionals and all
court or arbitration or other dispute resolution costs} arising out of ar relating to such correction
or removal (including but not limited to all costs af repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance af such
Work.
B. When conecting defective Work under the teims 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 af any damages to the land or
areas made available for Contractor's use by City or pemutted 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 Iand or areas; or
2. correct such defective Work; or
if the defective Work has been rejected by Ciry, 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 �ontractor does nat promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of Ioss or damage, City may have the defective
Work corrected or rcpaired or may have the rejected Wark removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attomeys, and other professionals and ali court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacernen� (includi.ng
but not limited to all casts of repair or replacement of work of others) will be paid by Contractor.
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C. In special circurnstances where a particular item of equipment is placed in continuous service
befare Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
tlie 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 fiting a
Contract Claim, pursuant to Paragraph 1 Q.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Parab aph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation ar repose.
13.08 Acceptance ofDefective �T'ork
If, instead of requiring conection or removai and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, Iosses, and damages (including but
not lirnited to all fees and charges of engineers, architects, attarneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Cha.nge Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled ta an appropriate decrease in the Contract Price, reflecting the duninished
value of Work so accepted.
13.09 City May Corr-ect Defectzve Work
A. If Contractor fails within a reasanable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice ta Contractor, correct, or remecly any such deficiency.
B. In exercising the rights and remedies under this Paragraph I3.Q9, 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 ar part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work a11 materials and equipment
incorporated in the Wark, stored at the Site or for whieh City has paid Contractor but which are
stored elsewhere. Contractor shall a11ow City, City's representatives, agents, consultants,
employees, and City's other coutractors, access to the Site to enable City to exercise the rights
and remedies under ihis Paragraph.
C. All claims, costs, losses, and darnages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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costs} incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shail not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
,, ,, i i ''. ♦' • t �'1' �
14.01 Schedule of i�alues
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progr-ess Payments
A. Applications for Payments:
1. Contractor is responsible far providing all information as required to become a vendor of the
City.
Z_ At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Appiicatian for Payment fiiled out
and signed by Coniractar covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Dacuments.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, ar other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Be� nning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work ha�e been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review ofApplications:
1. City will, after receipt of each Application for Fayment, either indicate in writing a
recammendation of payment or reiurn the Application to Contracior indicating reasons for
refusing payment. In the latter case, Contractor may nnake the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior ta or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifrcations for Work performed under Paragraph 9.05,
and any other qualiiications stated in the recomrnendation).
3. Processing any such payment will not thereby ba deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in pro�-ess, or
involved detailed inspections of the Work beyond the responsibilities specifically
assib ed to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to proteet City from
loss because:
a, the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual Irnowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
l. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
�5%)-
D. Liqasidated Damages. For each calendar day that any work shall remain uncompleted after the
tim.e specified in the Contract Documents, the sum per day specified in the Agreeznent, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
sufFered by the City.
E. Paytnent: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the eontract Documents.
F_ Redasction in Payment:
1. City may refuse to make payment of the amount requested because:
a_ Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond sarisfactory to City to secure the satisfacrion and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses ta make payment of the amount requested, Ciry will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjushnent thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action_
14.03 Contractor's WaYranty of Title
Contractor warrants and guarantees that title to all Work, materials, and ec�uipment covered by any
Applicatian for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use ar occupy any substantially completed
part of the Work which has specifically been identified in the Contract Dacuments, or which
City, deternunes constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing ta
pernut City to use or occupy any such part of the Work which City detezmines to be ready for its
intended use, subject to the fallowing conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
___ 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City_
14.05 Finallnspection
A. Upon written notice from Cantractor that the entire Work is camplete in accordance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incamplete or defective. Contractor shall unmediately take such measures as are
necessary to complete such Work or remedy such def ciencies.
B. No time charge will be made against the Contractor between said date of notificatian of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a Ietter of Final Acceptance.
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14.07 Final Payment
A. Application.for Payment:
Upon Final Acceptance, and in the opinion of City, Contractor may nnake an application for
iinal payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Fayment shall be accompanied (except as previously deiivered} by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to fmal payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and compPete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connecrion with the
Work.
B. Payment Becomes Due:
l. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entztled,
including but not Iimited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.Q8 Final Completion Delayed and Partial Retainage Release
A. If fmal completion of the Work is significantly delayed, and if City so confirms, Ciry may; upon
receipt of Contractor's fmal Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to he held by City for Work not fully completed ar corrected is less than
the retainage sfipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
tbe Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all ather work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Clazms
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or fumished or relating to the work under the Contract
Documents or any act ar neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND T�RMINATION
I 5.01 City May Suspend W�rk
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion af the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Cantractor and City that a solutian to allow const7uction to proceed is nat
available within a reasonable period of time, Contractor rnay request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefuute period, the Contractor sha11
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he sha11 take every precaution to prevent da.mage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determuied by the City that canstruction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement rnay not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the foilowing events by way of example, but not of
lim.itaxion, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not liznited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure ta adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from rime ta time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #2002d-12-2011establisYted under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any pubiic body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any naiure, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assinnment of �he
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a eourt of competent jurisdietion 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 Surery to arrange a conference with Contractor and Surery to address
Coniractor's failure to perform the �Vork. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do nat agree to allow the Contractor to proceed to
perform the constniction Contract, the City may, to the extent pemutted 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 conferenee to address Contractor's failure to
perform the Work.
2. If Contractar's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demandir�g Surety's performance of its
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obligations, then City, withaut process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equiprnent incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Cantractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will he paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid halance, Contractor sha11 pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
- shall be in any way liable or accountable to Contractor or Surety for the method by which the
campletion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in complering 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 sha11 not be entitled �o any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue ta be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the eoniraci Doenments or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.OZ.B, Contractor's services will not be tern�inated if Contractor
begins within seven days of receipt of notice af intent to terminate to correct its failure to
perform arid 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 Ciry, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liabiiity.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termivation procedures of that bond shall not s�persede the provisions of this
Article.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a natice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is terniinated,
and the date upon which such terniination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regaxding such discretionary action.
B. After receipt of a notice of ternunation, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
texmination;
2. piace no further orders or subcontracts for materials, services or facilities exeept as may be
necessary for completion of such portion of the Work under the Contract as is not ternunated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by natice of termination;
4. transfer title to the City and deliver in the manner, at the times, and ta the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed VJork, supplies anc2
other material produeed as a part of, or acquired in connection with the performanee of,
the Work terminated by the notice of the temiination; 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 perfoimance of such Work as sha11 not have been terminated by the notice of
tertnina�ian; and
6. take such action as may be necessary, ar as the City may direct, for the protection and
preservation of the properly related ta its contract wl�ich is in the possession of the
Contractor and in which the owner has or may acyuire the rest.
C. At a time not later than 30 days after the termination date specified in the notice af termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of tem�ination inventory not previously disposed of, exclusive of items ihe disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH DFW Airport Redaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No_ OZ025
Re�ision: december21,2012
D. Not later than 15 days thereaf�er, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior ta final settlement.
E. Not later than 60 days after the notice of ternunation, the Contractor shall submit his temlination
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, Contra.ctor 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 ternunation.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work, the City shall detexmi.ne, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
ternunation and shall pay to the Contractor the amounts detemuned. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other ecanomic loss arising out of or
resulting from such ternunation.
ARTTC�,E 16 — DISPUTE RESULUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Cantract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes fmal and binding. The request for
rnediation shall be submitted to the other party to the Contract. Timely submission af the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shail be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 14.06.0 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 tune period, City or Contractor:
CITY OF FOF2T WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONS7RUCTION SPECIFICATI�N DOCUMENTS City Project No. 02025
Revision: December 21, 2012
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 okher party of the intent to submit the Contract Claim to a court af
competent jurisdiction.
. . , � •�
17.01 GivingNotice
A. V�Thenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the fum 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 prompfly made in writing to the other pariy_
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation o, f Times
When any period af time is referred to in the Contract Documents by days, it will be computed to
exclude the first and inciude the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or an a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulalive Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are nat to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisians of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH DFW Airport Reclaimed Water Detivery System Flush[ine
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revision: December 21, 2012
17.04 Survivc�l of Obligations
A11 representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance witlz the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, campletion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and da not constitute parts of these
General Conditions.
GITY QF FORT WORTH DFW Airport Reclaimed Water De(ivery System Ftushiine
STANRARD CONSTRUCTIOt� SPEGFICATION DDCUMENTS City Project Na Q2025
Rev�sion: December21,2012
oo��oo-i
SUPPLEMENTARY CONDITIONS
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sEc��ar� ao �3 00
SUPPLEMENTARY C(�NDITIONS
TO
GENERAL CONDITIONS
Sapplementary Canditions
'I�hese Supplementary Conditions modify and supplement Section 00 72 00 - General Conditians, 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 provisioxis
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplemeutary Conditions whrch are defined in the General Conditions have the
meaning assigned ta them in the General Conditions, unless specifically noted herein.
Modiiacations and Supplements
The following are instnictions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "ResoIving Discrepancies"
Plans govem over Specifications.
SC-4.OIA
Easement limits shown on the Dra�ring are approximate and were provided to establish a basis for hidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown c>n tlie
Contract Dra��ings.
SC-4.41A.1., "Availabitity of �ands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as o£
Aub st 26, 2013
Outstand�ng Right-Of-�'ay, and/or Easements to Be Acquired
PARGEL OV��NER TARGET DATE
NIJMBER OF POSSESSION
Parcel 1& 2(Fiush Line DFW Auport October 15, 20I3
Maintenance and Access I.,icense}
Parcel l, 2 R 3(Road Access DFW Airport �ctober 15, 2013
License)
Parcel 1&2{Easement for I'lusli DFW Airport December 15, 2013
Line}
38 The Contractor ui�derstands and agrees that the dates 2isted above are estimates only, are not guaranteed,
39 and do not bind the City.
40
41 If Contractor considers the fir�al easements provided to differ materially from the representations on the
42 Goniract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work;
43 notify City in ��ritinb associated with tlle differing easement line locations.
CITY OF FORT WORTH DFW Airp�rt Rec;laimed Water Deliveiy Systens Flushline
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENTS CiYy Project No. 020?5
Revised Aptil ] , 20I3
0O 73 00 - 2
SUPPLEMENTARY CONDITIONS
Pagc 2 oC6
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SC-4.41A.2, "Availability of Lands"
Utiiities or obstructiotts to be removed, adjcasteci, a,adlor re[acated
The follo�uing is list of utilities and/or obstructions tliat have not been removed, adjusted, and/or relocated
as of August 26; 2013
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
Noi�e
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The Contractor understands and agrees tl�at the dates listed above are estimates only, are not guaranteed,
and do not hind the City.
SC-4.02A., "Subsu�•face and PhysicaI Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Wark:
None
SC-4.06A., "I�8Z81'CIDUS FilVTiOYl[11CI1tdI COI1�t�10I15 aY S1YE"
The following are reports and drawings of existing hazardous enviroiunental conditions known to the City:
None
SC-5.03A., "Certificaies af Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: ATone
(3) Other: Nane
SC-5.04A., "Contractor's Insurance"
The limits of liability for the in.5urance required by Paragraph GC-5.04 shall provide the following
coverages for not less t31an the following amounts or greater where required by laws and regulations:
SA4A. Workers' Compensation; under Paragraph GG5.04A.
.�IC7Zt1�Oi"S' ldd}27iS
Er���l�yer-',s lirahilri��
.�IOO.C�CJ(} eaci� �rcc�zdenvc�c;cr.rt-l�enc�
�'1 �}(�, i1�11 Z>i_;errse - ec�c�r Lt�7z�lo��ec:
.SJt�t7.�{�O Z?zsease-�}��7zc:�� Iti�rit
SC-S.d4B., "Contractor's Insurance"
CITY OF FORT WORTH DFW Airport Reclaimed Water Deliveiy System Flushlitte
STANDARD CONSTRUCTION SPECIFICATION DOCL'MENTS City Project No. 02025
Revised Apri1 1, 2013
OQ 73 O(3 - i
S1IPPLF:MIiN"l AltY CONDffiQNS
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5.04B. Commercial General LiaUility, under Para�raph GC-5.048. C`ontractor'ti Liability Ii7�urance
iinder Paragraph GG5.04B., ��rl�ich sl�all be on a per project basis covering the Contractor wiUi
n�inimum limiCs of:
S.1,0{7U.(7011 c:Uc1� t�ccirrrerrcc�
52,0�(�,f�(�0 a��rt•e,�atc' limi�
Tbe policy n�ust have an ez�darsement {Amendment — Aggregate Limits of Insurance) making the
Generat Aggre;ate I.itnits apply separately t� each job site.
The Com�nercial General Liability [nsurance policies shall pr-ovide "X", "e", aild "U" co�Jerabe's.
Verification of such coverage niust be showrn in dle Remaa-ks Article of tlle Certiiicate of Insurance.
SC 5.04C., "Cvntractor's Insurance"
5.04C. Automobile Liability, ui�der Paragraph GC-5.04C. Contractor's l.,iability Insw�ance under
Paragraph GGS.Q4C., ���hich sliall be in an amouut not less than the fallowing amou3its:
(1) Aufomobiie Liabilitg� - a coa�mercial busiuess policy shall provide coverage on "A�iy Auto",
defined as autos owned, hired and non-owned.
SI,D�t).l1t7� each accident on a combined siizgle limit basis. Split liinits are acceptable if limits are at
least:
�'?�(1,�00 Bc�Llili�htjtu��}7�:r�l�ct�.so�t-
SS(J11,O(iti Rc>flrlrhajim�l�et•a�cr�lc�i�i-
SI(I(i,11�0 f'�•r�,�c>r�t,' Dr�niag�
SC-5.04D., "Cantractor's Insurance"
The Contractor's canstruetio�y activities N�ill require its employees, a�ents, subcantractors, equipment, and
material deliveries to cross railroad propeRies and tracks None
The Contractar shall conduct its operations an railroad properties in such a manner as not to interfere u�ith;
hinder, or obstruct tlie railroad company in any manner �uhatsoever in the use or operation of its/their trains
or other property. Such operations on raiIroad properties may require that Contractor to eaecute a"Right �f
Entry Aereement" v��ith the particuIar railroad companyo ur compailies involved, and to this end the
Contrac#or should satisfy itself as to the requirements of each railroad campany and be prepared to execute
the rigltt-of-entry (if any} required by a railroad company. 1�he requirements specified herein likewise relate
to the Contractor's use of private and/or consn�uctian access roads crossing said railroad company's
properties.
The Contractual Liability caverage rec�uired by Paragraph S.U�D of the General Conditions shall �rovide
coverage for not less than tile follou�ing amounts, issued by companies satisfactory to the City and to the
Raiiroad Company for a tenn that continues far so long as the Contractor's operations and �lork cross,
occupy, or t�uch railroad property:
(1} General Aggregate:
(2} Each Occurrence:
e
4
__� Rc:�uire�� fr_�r ?Itis C:2��a1r-rrr.�t _,_ X,__ .nrot rccftriratl fi�r r'Iris Con�rziet
, . . , �
<.��t`Cli'7Clt? Cr)'] ��i: � 19c'.1710 lllt' CIl?fli"O�)77L1i� SC'%E:C'fl011 cll�(�l'B !7CLcgC� 0T7 l�?E' i 0i7f7"(!Ci T`C�[�i(17"P1t7C'.1715 -'
With respect to the abave outlined insurance requirements; the follo�ving shall gover�i:
CITY OF F4RT WORTH DFW Aiiport Reclaimed Vdater Delivery System Flushiine
STANDARD CONSTRUCTION SPECIFICATIOI`' DOCI)MENTS City Project No, 02025
Rel�ised Apri] 1, 2013
[JO 73 Ot) - 4
SLJPPLEA4LNTARY CON�lCI'It}NS
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1. Wi�ere a single railroad company is invoh�ed, tlie Contractor shall prtn�ide one intiurance E�olicy i�i
the name of the railraad company. Ho���ever, if� niore thaiz oue grade separatioil or al-grade
crossing is affected by tlle Projec[ at entirely separat� locations on the line or line5 of the same
railr�ad company, separate cavera�e inay Ue requii•ed, eacli in t(ie ainount stated abo�re.
Z Where more than one railroad coiupany is operating on the same right-of-���ay o�- ��rhere several
railroad companies are im�aived and opei-ated on ti}eir own separate rights-of-way, tl�e Co�ltractor
may be required to provide separate insurance policies in the name of eacl� railroad comgany.
3. If, in addition to a grade separatioit or a�i at-grade crossiug, otlier work or actrvity is proposed on a
raitroad company's right-of-way at a location entirely separate from the grade separation or at-
grade crossing, insurance coverage far this �vork must be included in flie policy covering the grade
separation.
4. If no grade separation is involved but ot[�er �vork is proposed on a railroad c�mpany's ri�ht-of-
��jay, all such other ���ork may be covered in a single policy for that railroad, even tlZough the u�ork
�nay be at two ar more separate locations.
No ti�Jork or activities on a railroad company's property to be performed by the Contractar shall be
commenced until the Contractor has funlished the City with an original policy or policies of tlie 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 ���ork.
The insurance specified above must be can-ied until all Work to be perfornled on the railroad right-of-way
has been completed and the grade crassing; if at�y, is no longer used by the Cantract:or. In addition,
insurance must be carried during all maintenance andlor repair work perfonned in the railroad rigl�t-of-�ray.
Such insurance must name the railroad company as tlie insured, together with any tenant ar lessee of the
railroad coinpany operating over tracks involved in the Project.
SC-6.04., "Project Scheduie"
Project schedule shall be tier 3 for the project.
SC-6.07., "Wage Rates"
The follawing is the prevailing wage rate table(s) applicable to flus project and is provided in the
Appendixes:
GC 6.07 Wag� Rrrtes
SC-6.04., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are knotivn permits and/or licenses required by the Contract to be acquired by the Contractor:
1. TCf�D Pr.=rfni� Jor Cc,r,ctr�crcrrc��r
_'. l��T�"Inter��_r,riotrrrl.�,ir�url ��r�t:str-ucriatt Perli,it
SC-6.Q9B. "Cit�� obtained permits and licenses"
The iolIowing are knot��n permits and/or licen5es required by the Contract to be acquired by the City:
1. �riir;.;�I�i1�cr��ftrlhor�iti:F'oi€:�t�J'�Er7r��i .�c�r��ttf'
'. LJ��'��.'�ii)?Uf�f.�CL�C'S'('1rZi�C'iiC._'
SC-6.09C. "Outstanding permits and licenses"
C1TY OF FOR`I' WOKTFI DFW Aitpoi� Reclai�ned Water lleIive�y Sysiem Flushline
STANDARD CONSTRUCI'lON SPECIFICA710N DOCL'MENTS City Project No. OZU25
Revised April l, 2G13
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SUpPLE:MEN"I'ARY C'ONDCI'IONS
Pagc 5 0!' 6
The following is a list caf known outsTandii�g permits a��d/ol• licen�es to be acquired; if� any as of Augi�st 26,
2013
CDutstanding Pcrgnits aaad/or �,ice�ises to Be Acquirec3
O���NER PERMI7' C�IZ LICI:NSE AND I.Oe,�'I'ION 1'AItGET DA'IE
OF POSSESSION
Trinity River Authority Point of �ntry Pern�it ����October 1 S, 2013
Parcel 1, 2& 3(Road Access DFW Ai�por( October j 5, 2013
License)
SC-7.Q2., "Coordination"
The individuals or entities listed below have coutracts with the City for tl�e performance of other work at
the Site: Noue
�'endor Sco e of �'t'ork Coordination Autharitv
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SC-8.01, "Communications to Contractor"
1. Contractor shall coordinate with DFW International Airport En��ironmenta2 Affairs llepartment for
sub�nittal and approval of the 5torn1 Water Pollution Prevention Plan(S WPPP)
2. Contraetor shall coordinate witll Trinity River Authority for Constnzction and connection to TRA
facilities. C�ntact Bill Cyrus at 972-263-2251.
3. Contractor shall coordinate removal and transport of temporary flush line with Steve Nutter — CiTy
of Fort Worth, 817-392-8291 or 817-392-4965
4. Contractor sha11 submit and have approval of any material imported material used on this proiect.
The form for approval is included in appendix A and shall be submitted to DFW International
Airport Envirorunental Affairs for approval.
5. Testing and inspections for this contract will be perfonned by the City of Fort Vdorth, Trinity
River Authority and DFW International Airport.
6. Contractors for this contract sliall be preapproved for constructian by the City of Fort Wortl1 and
DFW International Airport.
SC-9.01., "City's Project Representative"
The following firni is a consultant to The City r�sponsible for construction management of this Project:
None
SC-13.03C., "Tests and Inspections"
Testing and inspections for tlus contract will be performed by the City of Fori Worth, Trinity River
Authority and llFW International Airport. Contractor shall coordinate with all entities for testing and
inspections.
SC-16.OIC.1, "Methods and Procedures"
Alone
CtTY OF FC}RT WORTH I�FW Ai�port Recfaimed Water Delivery Syste�n Fiush[ine
S7�ANDARD CONSTRUCT'IOI�' SFECIFICA'I�t�N llOCUMEN'I'5 City Project No. Q2025
Re��ised April I, 2013
t)0 73 U(3 - 6
SUPPI..EM1IENT'/�RY CON[}ITiONS
Pti�e (3 a!'b
I � ��
CITY OF FORT 1�JQ�iTH I�F�i' Aiipoat I2eclaiuled 4Water I7elivei}� 5ystem F1usl�Iine
ST.ANDARD COTvSTRUCiION SPBCIPICA"I'If3N L7OCUiv1E\7'S City Projec? �e. Q2€�25
Ret�ised April ], 2013
01 (I UQ- i
SUMMARY OF WORK
Fagc I of 3
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3 PART 1- GENERAI�
4 l.l SUMMARY
SECTION Ol 11 00
SUMMA.RY OF WORK
5 A. Section Includes:
6 1. Surrunary of Work to be performed in accordance with the Contract Documents
� B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1- General Requirements
12 1Z PRICE AND PAI'MENT PROCEDURES
13 A. Measurement and Payment
14 l. Work associateci with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQLTIREMENTS
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A. Work Covered by Contract Documents
1. Work is to include fizrnishing aIi labor, materials, and equipment, and perfornung
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
l. 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 itern shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposai for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the constnaction operations.
CITY OF FORT WORTH DFW Airport Reclanned Water Delivery System F(ushline
STANDARD CONSTRUCTION SPECIFICATION DOCCIMENTS City Pmject I�Io. 02025
Revised December 20, 2012
oi i�oo-2
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 shail 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.
& D. Work within Easements
9 1_ Do not enter upon private property for any purpose without having previously
10 obtained pernvssion from the owner of such property.
11 2_ Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prasecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
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32
e.7
c.
Notices sha11 be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
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, maierial, ar
equiprnent.
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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 ovemight, and/or at all times to
provide site security.
c. The cost for a11 fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary ta the various items bid in the
projeci proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pmject No. 02Q25
Revised December 20, 2012
01 I100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 111 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS (NOT USED]
10 PART 3- EXECUTION [NOT USED]
lI
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END OF SECTION
Revision Log
DATE NAME SUNIIvIARY OF CI-�ANGE
13
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUC'I'ION SPECIFICATION DOCITMENTS City Project No. 02025
Revised December 20, 2012
o�2soo-�
StJBSTITUTION PROCEDURES
Page I of 4
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4 1.1 Sti�MMARY
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SECTION O1 25 00
SUBSTITUTION PROCEDURES
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Divisian 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid_
- 22 No separate payment will be allowed for this Item.
23 I.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Speciiications 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 praducts bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
detezmined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CTI'Y OF FORT WORTH DFW Airport Reclaimed 4Vater Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATIQN DOC[1MENT5 Ciry Projcct No. 02025
RevisedJuly i,2Qll
oi2soo-2
SUBSTITUTION PROCEDURES
Page 2 oF4
b. Contractor proposes a cost andlor 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 oniy:
6 a. After award of Contract
7 b. Under the conditions stated herein
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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
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identif cation
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 Cantract Documenis
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 of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past proj ects utilizing product
b) Name and telephone number af persons associated with referenced
projects lrnowledgeable conceming proposed product �
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b} Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rej ection
1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, the resulting cost and/or time reduction
46 will be documented by Change Order in accordance with the General Conditions.
C]TY OF FORT WORTH DFW Airporl RecIaimed Water Dclivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pmject No. 02025
Revised Juiy l, 2011
O12S00-3
SUBSTiTUTION PROCEDURES
Pagc 3 of 4
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4. No additional contract time wili be given for substitution.
S. 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. In the City's opinion, substitution wiil not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALS/INF4RMATIONAL SUBMITTALS [NOT USEDj
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAI, SUBMITTALS [NOT USED]
1.9 QUALITY ASSLTRANCE
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 deternuned that it is adequate or
superior in all respects to that specified, and that it will perform function for which
it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FI.EI.D [SITE] CONllITIONS [NOT USED]
Z.12 WA,RRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
28 PART 3- EXECUTI�N [NOT USED]
29
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02d25
Revised July 1, 2011
012500-4
SUBSTITUTiON FROCEDURES
Page 4 af 4
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EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: �� DATE: ��
We hereby submit for your consideration the following product instead of the specified item for �� ��
the above project:
SECTION PARAGRAPH SPECIFIED
ITEM
Proposed Substitution: _
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including
engineering and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal
The undersigned states
the speciiied item.
Submitted By:
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
Better (explain on attachment)
that the function, appearance and quality are equivalent or superior to
For Use by City
Recommended Recommended
Not recommended Received late
By i
Date
Remarks
Date
Rejected
CITY OF FORT WORTH DFW Airport Reclaimed Water Belivery System Flushline
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS CiTy Pmject No. 02025
Revise3luly t, 20ll
O1 31 19 - (
FRECONSTRUCT[ON tvtEETING
Page 1 of 3
1
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3 PARTl- GENERAL
4 1.1 5UIVIMARY
SECTION O1 31 19
PRECONSTRUCTION MEETING
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 administratian procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1— General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQITIREMENTS
19
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A. Coordination
1. Attend preconsiruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the execution of the
Agreement and before Work is started.
a. The meeting will be scheduied and administered by the City.
2. The Project Representative will preside at the meeting, prepare the nates of the
meeting and distribute copies of same to al1 participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance sha11 include:
a. Proj ect Representative
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the eontractor may desire
to invite or the City may request
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CdNSTRUCTIQN SPECIFICATION DOCUMENTS City Project No. 02025
Revised August 17, 2012
013I 19-2
PRECONSTRUCTION MEETING
Page 2 of 3
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e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. Preliminary Agenda may include:
a. Introduction of Projeci Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedute
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
a. Public Safety and Convenience
p. Dacumentation of Pre-Construction Conditions
q_ Weekend Wark Notifcation
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y_ Contractor Evaluation
z_ Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc_ Substitution Procedures
dd. Conespondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CiTY OF FORT WQRTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project tJo. 02025
Revised August 17, ?012
O1 3l 19-3
PRECONSTRUCTION MEETING
Page 3 oi3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDJ
3 1.'7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USEDj
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 l.11 FIELD [SITE] CONDITIONS [NOT USEDJ
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS (NOT USED]
10 PA.RT 3- EXECUTION [NOT USED)
11
12
13
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY �F FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised August 17, 2012
Q13120-I
PROIECT MEET[NGS
Page I of 3
1
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4 PART1- GENERAL
5 1.1 SUMMARY
6
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SECTION Ol 31 20
PR03ECT MEETINGS
A. Section Includes:
l. Provrsions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily Iimiied to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
1.2
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20 1.4
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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 [NOT USED]
ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings adininistered by City may be tape recorded_
a. If recorded, tapes will be used to prepare ininutes and retained by City for
future reference.
4. Meetings, in addition to those specif ed in this Section, may be held when requested
by ihe City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, ineluding construction start date
b. Answer any construction related questions
2. Meeting Location
a. Locafiion of ineeting to be deterrnined by ihe City.
3. Attendees
CTi'Y OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION 3PECIFICATION DOCUMBNTS City Pmject No. 02025
Revised July I, 2011
QI 31 20-2
PROJECT ►vIEET[NGS
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a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighhorhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be aliowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fuIly completing the attendance form to be circulated at the beginning of each
meeting.
4. Aitendance shall include:
a. Contractor's proj ect manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with ather
canstruction contracts
f. Conective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction sched.ule and on completion date
2) Effect on other contracts of the Proj ect
n. Review Record Documents
o. Review monthly pay request
CI'TY OF FORT WORTH DFW Airport Reclaimed Water Delivery 5ystem Flashline
STANDARD CONSTRUCTION SPECIFICATION Dt?CLTMENTS City Pmject No. 02025
Revised luly 1, 2011
01 31 20-3
PROJECT M EET[NGS
Page 3 oi'3
- i p_ Review status of Requests for Information
2 6. Meeting Schedule
3 a. Progress meetings will be held periodically as determined by the Project
4 Representative.
5 1} Additional meetings may be held at the request of the:
6 a) City
7 b) Engineer
8 c) Contractor
9 7. Meeting Location
10 a. The City wili establish a meeting location.
11 1) To the extent practicable, meetings will be held at the Site.
12 1.5 SUBMITTALS [NOT USED]
13 1.6 ACTION SUSMITTALS/INFORMATIONAL Si.3B1VIITTALS [NOT USED]
14 1.7 CLOSEOUT SUBMITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 1.9 QUALITY ASSURANCE [NOT USED]
17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
18 l.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2- PRODUCTS [NOT USED]
21 PART 3- EXECUTION [NOT USED]
22
23
24
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'I'S City Projeci No. 02025
Revised July 1, 2021
01 32 Ib - 1
CONSTRUCTION PROGRESS SCHEDULE
Page I of 5
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3 PART 1- GENERAI.
4 1.1 SUMMARY
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SECTION 01 32 Ib
CONSTRUCTION PROGRESS SCHEDULE
A. Section Includes:
1. General requirements for the preparation, submittal, updating, status reporting and
management of the Construction Progress Schedule
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
Document
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily Iimited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYIVIENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Itern is considered subsidiary to the various items bid.
No sepazate payment will be allowed for this Item.
REFERENCES
A. Definitions
1 _ Schedule Tiers
a. Tier 1- No scheduie submittal required by contract. Small, brief duration
proj ects
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 prajects, including all bond program
proj ects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large andlor complex projects with long durations
1) Examples: large water puxnp station project and associated pipeline with
interconnection to another governmental entity
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 Schednle - Monthly submittal af a progress schedule documenting
progress on the project and any changes anticipated.
CITY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
Ol 32 16 -2
CONSTRUCTION PROGRESS SCHEDULE
Pagc 2 of 5
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4. Schednle Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
6
7
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9
10
11
12
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14
15
A. Baseline Schedule
l. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and lrnown issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
16 B. Prob ess Schedule
17 1. Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 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 with City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for Schedule Compliance
25 I. Whenever it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
27 date will not be met, or when so directed by the City, make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially eliminate the backlog of work and return cu.rrent Schedule to
35 meet projected baseline completion dates
36 3) Increase the number of working hours per shift, shifts per day, working
37 days per week, the amount of construction equipment, or any combination
38 of the foregoing, sufficiently to substantially eliminate the backlog af work
39 4) Reschedule activities to achieve maximum practical concurrency of
40 accomplishment of activities, and comply with the revised schedule
41 2. If no written statement of the steps intended to take is submitted when so requested
42 by the City, the City may direct the Contracior to increase the levei of effort in
43 manpower (trades), equipment and work schedule (overtime, weekend and holiday
44 work, etc.) to be employed by the Contractor in order to remove or azrest the delay
45 to the critical path in the approved schedule.
46 a. No additional cost for such work will be considered.
C1TY OF FORT WORTH DFW Aiiport Reclaimed Water System F7ushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
01 32 l6 - 3
CONSTRUCTION PROGRESS SCHEDUI.E
Page 3 of 5
1 D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension �f 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 deternunation 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) Aetual delays in activities which, aecording to the Baseline schedule,
18 do not affect any Cantract compleTion date shown by the critical path in
19 the network will not be the basis for a change therein.
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2. Submit each request for change in Contract compleiion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoic3able delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b} Available float time in the Baseline schedule may be used by the City
as well as by the Contra.cior.
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 fuush date
of a chain of activities on the Baseline Schedule.
a. Floai or slack time is not for the exclusive use or benefit of either the
Contractor ar the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
CI'fY OF FOR'I' WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
DFW Airport Reclaimed Waler System Flushline
City Project Ido. 02025
013216-4
CONSTRUCT[ON PROGRESS SCHEDULE
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E. Coordinating Schedule with Other Contract Schedules
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.
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 5chedule 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 pniority 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 sha11 be accepted as final.
b. The temporary delay of any work due to such circumstances shall not be
considered as justification for clairns for additional compensation.
18 1.5 SUBMITTALS
19 A. Baseline Schedule
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2.
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) Primavera (P6 or Primavera Contractor)
Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
Zb B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Warth 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. Submittal Process
35 1. The City administers and manages schedules through Buzzsaw.
36 2. Contractor shall submit documents as required in the City of Fort Warth Schedule
37 Guidance Document.
38 3. Once the project has been completed and Final Acceptance has been issued by the
39 City, no fizrther progress schedules are required.
CTI'Y OF FORT WpRTH DFW Airport Reclaimed Water System Flushiine
STANDARD CONSTRUCTION SPECIFICATIOiv' DOCUMENTS City Pmject No. 02025
Revised July t, 201 I
41 32 ( 6 - 5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.� CLOSEOUT SUBMITTALS [NOT USEDj
3 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
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.
i l 1.10 DELIVERY, STORAGE, AND AANDLING [NOT USEDJ
12 l.l l FIELD [SITE] CONDTI'IONS [NOT USED]
13 1.12 WARRA.IVTY [NOT USED]
14 PART 2- PRODUCTS [NC?T USED]
15 PART 3- EXECUTION [NOT USEDj
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END OF SECTIQN
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
STANDARI? CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02fl25
���� Revised Ju1y 1, 201 I
013233-1
PAECONSTRUCTI4N VIDEO
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SECTION Ol 32 33
PRECONSTRUCTION VIDEO
PART1- GENERAL
l.l SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
l. None.
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
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary ta the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUII�EMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
perioct.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBIVIITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND I�ANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NO'I' USED]
1.12 WARRAIVTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CTI'Y OF FORT WORTH DFW Airport RecIaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS City Project No. 02025
Revised July l, 2011
O1 32 33 - Z
FRECONSTRUCTION VIDEO
Page 2 of 2
',�', �, �, 1
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Revisian Lag
DATE ?�1AME SUMMARY OF CHANGE
GTTY OF FQI2T V✓QRTH DFW Airport RecZaimed Water Dclivery System Flushline
STANDARI} CfJNSTRUCTION SPECIFICATION DOCUMENTS iity Froject No, 02025
Revised 3uly l, 2011
d1330�-1
SUBM [TTALS
Page t of &
SECTION Ol 33 00
SUBMITTALS
3 PART1- GENERAL
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1.1 SiTMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the fallowing
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
l. None.
C. Related Specifcation Sectians include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements af the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
perfornung 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 noi be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required}
b) Coordination with other submittals
c) Testing
d) Purchasing
e} Fabrication
f} Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work_
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 02425
Revised December 20, 2012
01 3300-2
SUSMITTALS
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B. Submittal Numbering
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C. Contractor Certification
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identiiication 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 O 1-99 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:
I) 03 3Q 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Sectian
3) B is the third submission (second resubmission) of that particular shop
drawing
2l 1. Review shop drawings, product data and samples, including those by
22 subcontractors, prior to submission to deternune 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
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 wiih a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b_ Sib ature of submittal reviewer
31 c. Certification Statement
32 1} `By this submittal, I hereby represent that I have determined and verified
33 field measurements, field construction criteria, materials, dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
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D. Submittal Format
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Fold shop drawings larger than 8'/a inches x 11 inches to 8%z inches x 11 inches.
Bind shop drawings and praduct data sheets together.
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3. Order
a. Cover Sheet
1) DescriptionofPacket
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATIQN DOCLJMENTS City Project No. 02025
Revised December 20, 20I2
013304-3
SUBMITTALS
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2. The Project title and number
3. Contractor identification
4. The naines of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materiais
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting af deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limiied to:
a. Custom-prepared data such as fabrication and erection/installation {working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable ta the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1} Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. Far submittals of produet data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data}
1) Such as the manufaciurer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of complianees and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
CIT'Y OF FORT WORTH DFW Aizport Reclaimed Watcr Delivery System Flushline
STANDARD CQNSTRUCTION SPECII�ICAT[ON DOCUMENTS City Pmject No. 02025
Revised December 20, 2012
0133i30-4
SUBM ITTA LS
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7) Standard wiring diagrams
8} Printed perfannance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed praduct warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1} Sections of manufactured ar fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of VVork to be used by the City for independent
inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing, sample ar product data nar any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
24 1. Fabrication performed, materials purchased or on-site construction accomplished
2l 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 confornuty.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop dra.wings, applicable samples, and product data.
J. Submittal Drstribution
1
2.
Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Bi.uzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to desi�ated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shap Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2} Hard Copies
a) 3 copies for ail submittals
d. Samples
1) Distributed to the Project Regresentative
Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System F7ushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pmjc:ct No. 02025
Revised December 20. 20I2
013300-5
SUBMITTALS
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a. Shop Drawings
1) Distributed to the City
2} Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
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The review of shop drawings, data and samples will be for general confarmance
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
The review and approval of shop drawings, samples or produet data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulf llment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the eity will
have no responsibility therefore.
The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City iinds to be in the interest of
the City and to be so minor as nat to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
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
cornments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTt�N SPHCIFICATION DOCt3MENTS City Pro}ect No. 02025
Revised December 20, 2012
O13300-6
SUBM[TTALS
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporatetl into the
final product.
c. Cade 3
1} "EXCEPTIONS NOTED/RESUBMIT". This combination of cades is
assigned when notations and comments are extensive enougk to require a
resubmittal of the package.
a} The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-confornung items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1} "I�TOT APPROVED" is assigned when the submittai does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections ather than requested. by the City
2) Marked with revisian triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no mare than twiee at the City's
expense.
1} All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2} Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretian.
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 rnark the submittal directing the
Contractor to the areas that are incomplete.
8. Lf the Contractor considers any conection indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the City at least 7 Calendar Days prior io release for
manufacture.
CITY OF FORT WORTH DFW Aicport Reclaimed Water belivery System Flushiine
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2012
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013300-7
SUBM[TTALS
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9. When the shop drawings have been compteted to the satisfaction of the City, the
Contractor may carry aut the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submitial, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standaz-d of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Informatian (RFI)
1. Contractor Request for additional information
a. Clarification or intexpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. Vt�hen the Contractoz believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFT
a. Prefix with "RFI" followed by series number, "-xx�c", beb nning with "Ol" and
increasing sequentially with each additional transxnittal.
4. Sufficient 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 infarmation request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/IlVFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUEMITTALS [NOT USEDr]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 i.9 QUALI7'Y ASSURANCE [NOT USED]
35 1.10 DELIVERY, STORAGE, ANI3 �ANDLING [NOT ITSED]
36 1.11 FIELD [SIT�] CONDITIONS [NOT USED]
37 1.12 WA�2RANTY [NOT USED]
CTTY dF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCI'lON SPECIFICATION DOCUMENTS City Project No. 02025
Reviscd December 20, 2012
t) I 33 (lU - 8
�{J13M17"ir�LS
i'a�.0 2� t�f $�
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
Revision Lag
DATE NAME SUMMARY OF CHANGE
12!'?n/20 i 2 D. Jol�nson 1.4.K.8. Working d}ays modified ta Calendar Days
Gl?Y C?� FORT W4KTH
STAd+IDARD GQI�fSTRUCTIO� �AEC[FIGtlTION L1QCUiviEI�TS
Reviscd Decemb�r 2p, 2Q 12
I3FW Aisgdre Re�;laim�d Wazer Detivery S}�tern FlnsltliTte
City Proje�t No. 02025
6135f3-1
SPECIAL P[20JECT PROCEDURES
Pagc i of 8
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3 PART1- GENERAL
4 1.1 SUMMARY
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SECTI�N O1 35 13
SFECIAL 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 Valtage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e� Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Natifzcation 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 Requirernenis, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Mains
1.2 PRICE AND PAYMENT PRt�CEDURES
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 funiished 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 Railraad,
including additional employees required to protect the right-of-way and
property of the Railroad from damage arising aut of and/or from the
canstruction of the Project.
2. Railroad Flagmen
CI'TY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
STANDARD CON3TRUCTION SPECIFICATION DOCLJMENT'S City Pro}ect No. 02025
Revised December 20, 2d12
O13513-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
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a. Measurement
1) Measurement for this Item will be per working day.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for each working day that Railroad Flagmen are present at the
Site.
c. The price bid shall include:
1} Coordination for scheduling flagmen
2} Flagmen
3) Other requirements associated with Railroad
3. All other items
a. Work associated with these Items is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
14 1.3 REFERENCES
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A. Reference Standards
1. Reference standards cited in this Specification refer to the cunent 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
High Voltage Overhead Lines.
3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
Specification
23 1.4 ADMINISTRATIVE REQUII�MENTS
24 A. Coordination with the Texas Department of Transportation
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1. When work in the right-of-way which is under the jurisdiction of the Texas
Department of Transportation (TxDOT}:
a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of ihe pemut
b. All wark performed in the TxDOT right-of-way shall be gerformed in
compliance with and subject to approval from the Texas Departsnent of
Transportation
B. Work near High Voltage Lines
I . Reb latory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductars or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a_ Provide sign of sufficient size meeting a114SHA requirements.
3. Equipment operating within 10 feet af high voltage lines will require the following
safety features
a. Insulating cage-type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the awner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
CTTY OF FORT WORTH
5TAN1?ARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised December 20, 2412
DFW Airport Reclaimed Water System Flushline
City Project No. 02025
013513-3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
1 a. Notification shall be given to:
2 1} The power company (example: ONCOR)
3 a) Maintain an accurate log of all such calls to power company and record
4 action taken in each case.
5 b. Coordinatian with pflwer campany
6 1} After notification coordinate with the power company to:
7 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
8 lower the lines
9 c. No personnel may work within 6 feet of a high voltage line before the above
10 requirements have been met.
I 1 C. Confined Space Entry Program
12 I. Provide and follow approved Confined Space Entry Program in accordance with
13 OSHA requirements.
14 Z. Confined Spaces include:
15 a. Manholes
I6 b. AlI other canfined spaces in accordance with OSHA's Permit Required for
17 Confined Spaces
18 D. Air Pollution Watch Days
19 l. General
20 a. Observe the following guidelines relating to working on City construction sites
21 on days desi�ated as "AIR POLLtJTION WATCH DAYS".
22 b. Typical Ozone Season
23 1} May 1 through October 31.
24 a Critical Emission Time
25 1) 6:00 a.m. to 10:00 a.m.
26 2. Watch Days
27 a. The Texas Commission on Envirorunental Quality (TCEQ), in coordination
28 with the National Weather Service, will issue the Air Pollution Watch by 3:00
29 p.m. on the afternoon prior io ihe WATCH day.
30 b. Requirements
31 1) Begin work after 10:00 a.m. whenever construction phasing requires the
32 use of motozized equipment far periods in excess of 1 hour.
33 2} However, the Contractor may begin work prior to 10:00 a.m. i£
34 a) Use of motorized equipment is less than 1 hour, or
35 b) If equipment is new and certified by EPA as "Low Emitting", or
36 equipment burns L11tra Low Sulfizr Diesel (tTLSD}, diesel emulsions, or
37 alternative fuels such as CNG.
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E. TCEQ Air Permit
1. Obtain TCEQ Air Pern�it for construction activities per requirements of TCEQ.
F. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the praject the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
Z) Minimum 24 hour public notification in accordance with Section 41 31 13
46 G. Water Department Coordination
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Deeember 20, 2012
DFW Airport Reclaimed Water System Flushline
City Project No. 02025
O 1 35 l3 - 4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 1. During the constructian of this proj ect, it will be necessary to deactivate, for a
Z period af time, existing lines. The Contractor sha11 be required ta coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line systern with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named proj ect.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to camply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 H. Public Notification Prior ta Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a} Name ofProject
29 b) City Project No (CPN)
30 c} Scope of Project (i_e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 fl Name of the eity's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
36
I:�
37 3) Submit schedule showing the construction start and iinish time for each
38 block ofthe project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No constructian will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
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I. Public Notification af Temporary Water Sezvice Interruption during Construciion
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
intemzption.
C1TY OF FORT WORTH DFW Auport Recla.imed Water System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2d12
OI 35 13 - 5
SPECIAL PROJEC'C PROCSDURES
Page 5 of 8
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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 intemiption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notiiication to the City inspector
for review prior to being distributed.
e. No interruptian of water service can occur until the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions af the sample flyers can be obtained from the Project
Construction Inspector.
J. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit_
K. Coordination within Railroad Pernut Areas
1. At lacations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad pernut. This includes, hut is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or 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 io comply with the railroad's
requirements.
3. Railroad Flagrnen
a. Submit receipts to City for verif cation of working days that raiIroad flagmen
were present on Site.
39 L. Dust Control
40 1. Use acceptable measures to control dust at the Site.
41 a. If water is used to control dust, capture and properly dispose of waste water.
42 b. If wet saw cutting is performed, capture and properly dispose of slurry.
43 M. Employee Parking
44 1. Provide parking for employees at locations approved by the City.
CTtY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
STANDAR.D CONSTRUCTION SPECIFICATION DOCUTvtENTS City Project No. 02025
Revised Dccember 20, 2U12
013513-6
SPEC[AL PROJECT PROCEDURES
Page 6 oF 8
1 1.5 SUBMITTALS [NOT USED�
2 I.b ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS (NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NQT USED]
8 1.12 WARRANTY jNOT USED]
9 PART 2- PRODUCTS [NOT USED]
la PART 3- EXECUTION [NOT USEDj
11
12
��1►�1Zl7a�.�xill�[�l�l
Revision Log
DATE NAME SUMMARY OF CHANGE
l.4.B — Added requirement of compliance with Health and 5afety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
I.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
13
CITY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS City Project No. 02025
Revised Dec;ember 26, 2012
0135t3-7
SPECfAL PROIEC7 PROCEDURES
Page 7 of 8
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6 Date:
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8 CPN No.:
9 Project Narne:
10 Mapsco Location:
11 Limits of Construction:
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EXHIBIT A
(To be printed on Contractor's Letterhead}
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17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WfLL WORK ON UTILITY �INES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WtLL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 iF YOU HAVE QUESTIONS ABOUT 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 < TELEPHONE NO.>
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34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
3� PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CI'I'Y OF FORT WORTH DFW Airport Reclaimai Water System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pmject No. U2025
Revised December 20, 2012
d13513-8
SPECtAL PROJECT PROCEDURES
Page 8 oi8
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I D►:�: �:3fi :
FORT �YORTH,
�
�:
� no_ �
r�.,o,� n.�.:
1�0?ICE OF TEMPORARY WATER SERVICE
IHTERRLiP'tION
DUE TO UTILTTY IMPROVEMENTS iN YOUR NEIGFIBORAOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL:
MR AT
(CONTRACTORS SUPERINTENDEN7� (TELEPHONE NUMBER)
OR
MR. AT
(CTI'Y INSPECTOR) (TELEPHONE NUMBER)
THIS IIVCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
T$ANK YOU,
CONT'RACTOR
3
4
CI'TY OF FORT WORTH
STANDARD C�NSTRUCTION SPECIFICATION DOCUMENTS
Revised December20, 20L
DFW Airpoat Rec;laimed Water System Flushline
City Project No. 02025
014523-t
TESTING AND INSPECT(ON SERVICES
Page I of 2
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3 PART1- GENERAL
4 1.1 Sti�MMARY
SECTION 41 45 23
TESTING AND INSPECTION SERVICES
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associateti with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing, coordinating, and payment of all
1� Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in fu11.
25 1.3 REFERENCES jNOT USED]
26 1.4 ADMINISTRATIVE REQUIR.EMENTS
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A. Testing
l. 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,
snfficiently in advance, that testing will be perfarmed.
3. Distribution af Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory far electronic submittals to be
uploaded to City's Buzzsaw site, or another extemal FTP site approved by
the City.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
01 45 23 - 2
TESTING AND INSPECTION SERVICES
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2) Uplaad test reparts to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute I 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. Narne of pit
b. Date of delivery
c. Material delivered
15 B. Inspection
16 l. Inspection or lack of inspection does not relieve the Contractor from obligation ta
17 perform work in accordanee with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/LNFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY, STOR.AGE, AND FIANDLING [NOT USED]
24
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1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USFD]
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c 1 • ��31:I1C��
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH DFW Airport Rec3aimed Water Delivery System Flushline
STAIv'DARD CONSTRUCTION SPECIFICATION DOCL`MENTS Ciiy Project No. U2025
Revisett Ju1y 1, 2011
0 I 50 00 - (
TEMPORARY FACILITIES AND CONTROLS
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TEMPORARY FACILITIES AND CONTROLS
3 FARTl- GENERAL
4 1.1 SIJMMARY
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A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
I. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
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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 [NOT USED]
ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service campanies 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 Wark is approved for Final
Acceptance.
1) Included are fiiel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide waier 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 doinestic
consumption by Contractor personnel and City's Proj ect Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH DFW Airpnrt Aeclaimed Water Delivery System Flushiine
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS City Project No. 02025
Revised July 1, 2011
O1 5000-2
TEMPORARY FAC[LITIES AND CONTROLS
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d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and athers performing work or furnishing services at Site.
Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
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. HauI sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicahle 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 inventary.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating ar 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 maintain for the duration or canstruction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STAh�DARD CONSTRUCTION SPECIFiCATION DOCUMENTS City Pmject No. 02025
Revised Ju1y I , 2011
1
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o� saoo-s
TEMPORARY FAC[LITIES AND CONTRO[S
Page3 of4
1. Contractor is responsible for maintaining dust control throug� the duration of the
project.
a. Contractor remains on-call at all times
h. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
16 PART 2- PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
ls 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIIt] ! [RESTORATION]
25 3.6 RE-iNSTALLATION
26 3.7 FIELD [oxJ SITE QUALITY CQNTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USEDJ
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CPTY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECTFICATION DOCLJMENTS City Project No. 02025
Revised July 1, 2011
o a so 00 - a
TEIvIPORARY FACILITIES AND CONTROLS
Page 4 of 4
i 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
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C�c�K�u : 1► �l►/1► � t � .
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6
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Revision Log
DATE NAME SUMMARY OF CHANGE
Clil' OF FURT WORTH I3I-`W Airport ReclaSmed W�ter Deliv�ry System Flushline
&7'ANQARD CONSTRUGTiON SPECTFIC.4i1dN DO�UME?JTS Gity Proj�ct \o. 02{i25
Revised Juty i, 24U
01 55 26 - 1
STREET USE PERMIT AND MOD1F[CATIONS TO TRAFFIC CONTROL
Page I of3
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SECTION O1 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIG CONTROL
3 PART1- GENERAL
C���.Y�u iu' I:�:�'1
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A. Section Includes:
l. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Remaval of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirernents
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payrnent will be allowed for ttiis Item.
20 1.3 REFERENCES
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A. Reference Standards
1. Reference standards cited in this specification refer to ihe cunent reference standard
published at the time of the latest revision date Iogged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD}.
1.4 ADMINISTRATIt�E REQUIREl��IENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 I3.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Sireet Use Permit
1. Pz-ior to installatian of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Pernut, submit Traffic Control Plans to City
Transportation and Public Works Department.
CTTY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flusliline
STANDARD CONSTRUCTION SPECIFICATIOtV DOCUMENTS City Pmject No. 02025
Revised July ] , ZOI 1
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS 7�0 TRAFFIC CONTROL
Pagc 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 constructian is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for constructian, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1, In the case of regulatory signs, replace permanent sign with temporary sib meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD}.
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
26 1.5 sUBMITTALs jNOT usED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUSMIT'�"AI,S [N(?T USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT LJSED]
30 1.9 QUALITY ASSURANCE [NOT USE�]
31 1.10 DELIVERY, STORAGE, A..ND FIANI3I.ING [NOT USED1
32
33
ilfi� �11 � A7��(K��►i7f1 Il C�l►(c7i►Ci711li1.'��l 7]
1.22 W TY [NQT USED]
c� '• • ''�1 � 1
35 PART 3- EXECUTION [N4T USED]
36
1 • ', !
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SFECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2d11
1
7
41 SS26-3
S1"REET USE PERMIT AN13 Fvifl�'JIFICATiONS TQ TR�%FFiC CON'TROL
Page 3 of 3
Rf%Yi51421 I.,CJg
�1�T� �.�.�� ����Y Q� �H�i�'TE
CITY pI' FORT W OR7'H DFW fti.-port Reclaimed Water I3eliv�ry System ITushiine
ST,4NpARD CC1ivSTRUCl"IOI�t SPECIF1CrlT101v DOCi3i�tEIvTS Csty Frajeat Na. 42{�2S
Rcvised Jnly t, 2QI l
01 57 13 - i
STORM WATER POLLUTION PREVENTION
Pagc I of4
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S�CTION O1 57 13
STORM WATER POLLUTION PREVENTION
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1.1 SUMIViAR1'
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviatians from this City of Fort Worth Standard Specification
1. 1.3.A.6, 1.3.B.3, 1.4.A2, 1.S.A.l.a, 1.S.B2 and 1.7
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Farms and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 31 25 Od — Erasion and Sediment ControI
1.2 P�CE ANI� PAYMENT PROCE�IJRES
A. Measurement and Payment
1. Construction Aetivities resulting in Iess than 1 acre of disturbailce
a. Work assoeiated with this Item is eonsidered subsidiary ta the various Iteuzs
bid. No separate payment will be allowed far this Item.
2. Gonstruction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordaiice with Section 31 25 00.
1.3 REFER�NCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: N�T
3. Stonn Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Qualzty: TCEQ
5. Notice of �hange: NOC
6. Construction Site Notice: CSN
B. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of tlie latest revision date logged at the end of tlus
Specification, unless a date is specifically cited.
2. Iutegrated Storm Management (iSWM} Technical Manual for Construction
Contrals
3. DFW Airport Lnviranmental Affairs SWPPP requirements
3.4 ADh�INISTRA I'IVE 1`; QU ,MEI'�TS
A. General
CITY OF FORT WORTH DF�u Aitport Reclaimed Water Delivzry System Flusl�line
STA%IDARD CONSTRUCTION SPECIFICA"f10N DOCUMENTS City Project No. 02025
Revised Jaly 22, 20I3
01 57 I3 -2
STORh4 VdATER POLLUTION PREVENTION
Page 2 oC4
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I. Contractor is responsible far resolution and payment of ai3y fines issued associated
wit11 compliance to Stonnwater Poliution Prevention Plan.
2. Coi�tractor shall contact DFW Enviranmental Affairs staff, Deena Henry 972-973-
�569 or Patricia Luse 972-973-5574, priar to starting tI�e writing of any SWPPP to
get current DFW Airport requirements to include in the SWPPP
B. Construction Activiries resulting iii:
1. Less than 1 acre of disturbance
a. Provide erosian and sediment control in accordance witl� Section 31 25 00 and
Drawings.
2. 1 to less tl�an 5 acres of disturbance
a. Texas Poilutant Discllarge Elig�iination Systein (TPDES) General Canstruction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Natice Required under general permit
T�iRI5QQ00
a} Sign and post at job site
b) Priar to Preconstruction ivleeting, send 1 copy to City Department of
Traz�sportation and Public Works, Environmental Division, (817} 342-
6U88.
2) Provide erosion and sediment cozitral in accordance with:
a} Section 31 25 00
b) The Drawings
c) TXR150000 General Pernlit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elinunation System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirenients
1) Prepare a TCEQ NOI form and submit to TCEQ along ��ith required fee
a) Sib and past at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2} TCEQ Notice of Cllange required if makfng changes or updates to NOI.
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150d40 General Permit
d) SWPPP
e) TCEQ requirements
4} Once the proj ect has been completed and all the closeout requirements of
TCEQ have been inet a TCEQ Notice af Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, {817} 392-6088.
45 �.5 S lYII'TT'AI.,S
•. : y�.+..,
47 l. Subnlit in accordance with Section �I 33 d0, except as stated lierein.
C1TY OF FORT WORTH DFW Aiipori Reclaimed Water Delivery System Flushtine
STANDARD CONSTRUCTION SPECIFICATION DC}CUMENTS City Project No. 02425
Revised ]uiy 22, 2b 13
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O1 57 t3 -3
STORM WATEft POLLUTION PREVENTIdN
Pagc 3 of�4
a. Prior to the Preconstruction Meeting, subinit a draft copy of SWPPY to the City
and DFW Airpart Environmeiitat Affairs as follows:
I) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department af
Transportation and Public Works, Environmental Division for review
2) DFW Environmental Affairs Contact
a) One copy of the SWPPP
b) 4ne copy of t17e NOI.
c) One copy of the CSN.
B. Modified SWPPP
L If the SWPPP is revised during constl�uction, resubmit modified SWPPP to the City
in aecordauce with Sectian O1 33 00.
2. DFW reserves the right to require changes to tlie SWPPP during a review and
approval proeess and will be considered an operator on the SWPPP.
1.6 ACTION SiJS1VII'�'TALS/INFORIVIATIONAL SLJ�MITTALS [NOi' USED]
1.7 CLOSEOUT SUBMITTALS
A. The cantractor is required to request and pass a fiiial inspection of the site by
Environmenial Affairs staff prior to considerin� the SWPPP elosed ar filing the NOT.
Final inspection shall verify that the site meets final stabilization, all temporary BMPs
installed have been removed and the site is clear of all supplies ar wastes, etc.
B. Upon approval of the �nal inspection submit the following shall be submitted to DFV>>
Environmental Affairs for project closeout.
1. Final copy of the SWPPP which includes all pages, fornls, tables, charts, where
changes were made or hand notations filled in.
2. Copies of the SWPPP inspeciians perfonned.
3. Copy af the NOT.
1.8 MAINTENANCE MATERIAL StiB1VIITTAI,S jNOT USED]
1.9 QUALITY ASSUIZANCE [NOT USED]
1.10 �}ELIVERY, STOIZAGE, A1�TD ITAIVDLING [NOT USED]
1.11 FIELD [SITE] CQNDITIONS [N�T USED]
1.12 �i' TY [NOT USED]
�,. ..�� � �
3s PART 3- EXECUTIQN [NOT usED]
3b
1 f ' i
CTTY OF FORT t��dRTf-I DFW Aiiport Reclaiined Watez• llelivery System Flusialine
STANDARB CONSTRUCTION SPECIFICATION DOCUT�dEN i S City Project No. 02U25
Revised Jc:1y 22, 2�13
Q15713-4
STQR?�i V�faTCR Pf}LLUi"I�TV FREV�t�TIC7?V
Fage 4 of 4
[Ze�.�isian I_o�*
Dr1Ti: 1'�,�1h�E S�MARS' C3� C�i�GE
CfTY OT Ft7RT l�+pR'171 DFVt'� Ait}�r� Redaimeti t:'atef• D�li�°�a•}^ S}stcro Fl���l�lin+:
S7":�ND.'�RD CC7PiSTAUCTICi�I SPECIFICAI�IQT�; DQCt':v1LN'tS City Prnject Vn. 02(1�5
Rc� i�ei6 h�l,- 2"� 2i11 :
Q158l3-i
TEMPORARY PROJECT SIGNAGE
Page I of3
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SECTION O1 58 13
TEMPORARY PROJECT SIGNAGE
PART1- GENERAL
1.1 SUMIVIARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specificatian
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATI�E REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS [NOT USED)
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
l.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WA�RRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODIJCT TI'PES, AND MATERIALS
A. Design Criteria
l. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
CITY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
3TANDARD CONSTRUCTION SPECIFiCATION DOCLIMENTS Ciry Project No. 02025
Revised July 1, 201 ]
015813-2
TEMPORARY PROJECT 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 SOURCE QUALITY CONTR4L [NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS (NOT USED]
8 3.2 EI�;AM[INATION [NOT USED]
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. General
12 1. Provide vertical installation at extents of project.
13 2. Relocate sign as needed, upon request of the City.
14 B. Mountang options
15 a. Skids
16 b. Posts
17 c. Sarricade
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP jNOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION [NOT USED]
26 3.13 MA.INTENANCE
27 A. General
28 1. Maintenance will include painiing and repairs as needed or directed by the City.
29 3.14 ATTACFIMENTS [N4T USED]
30
31
1 �' t'
CITY OF FORT WORTH DFW Airport Reclaimc;d Water System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCIIMENTS City Project No. 02025
Revised July I, 2011
Oi5&13-3
TEMFORAItY PROJBCT SIGNAGE
Page 3 of 3
1
Reviszon Log
DATE NAME SUMMARY C)F CFiANGB
Z
CITY OF F�RT WORTI-i
STAhiI}ARB Cf3NSTRUCI'ION fiPECIFIGA'FTQN I}�CUMENTS
Revised 3uty 1, 2411
DFW Airport R�laimes3 Water System F2ushline
C.`ity Projecf Na. 02425
oti 6oao- �
PRODUCT REQUIf2EMENTS
Pagc 1 of 2
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SECTION O1 60 00
PRODUCT REQUIREMENTS
1.1 SiJMMARY
A. Section Ixzcludes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. A list of City approved products for use is located on Buzzsaw as follows:
1. Resources\02 - Construction Documents\Standard Products List
B. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the Ciry.
C. Any specific product requirements in the eontract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
D. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but nat limited to, that
manufacturer's standard product.
E. See Section O 1 33 00 for submittal requiremenis of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [N4T USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH DFW Airport Reclaimed Water System Flushline
STANDARD CONSTRUCTIOi�! SPECiFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2012
Ol60OQ-2
PRODUCT REQUIREMENTS
Page 2 of 2
1 1 ' •''. /;' 1 1, � 1;
1 1 � ,1 ! � 1
3 1.12 WA�RRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
.,. � �;, � ,�
;. �' �' � .
7
Re�risian Log
DATE NAME SLTMMARY OF CHANGE
t�/12�12 D. Jahnson Modified Location of City's Standard Product List
S
GTI`Y 01= r�RT ��lORTH DFVb' Airpart Rcclaimcd Water System Ilu_+l�iinc
STA�IDARD CC��ISTRUCTION SPEC1FIf'ATIOtV DQGUP+riENfS City Arojr+:t N�. U2025
Revised Decem6cr2G, 2012
0166U0-I
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Pagc 1 of 4
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SECTION O1 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PARTI- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for deiivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
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 PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary ta the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USEDj
1.4 ADMINISTRA.TIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSIiNFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLt�SEOUT SUB1ViITTALS [NUT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
�.s QuaLiTY Assuu�NeE INOT usEv�
1.10 DELIVERIT AND HAlVDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate persannel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH DF W Airport Rec:laimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02U25
Revised Juty 1, 2011
01 660d-2
PRODUCT STORAGE AND HAR'dLfNG REQUIREMENTS
Page 2 of 4
1 4_ Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 l. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions.
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C. Storage Requiremenis
l. Store materials in accordance with manufacturer's recommendations anci
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place ioose 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 serviee company installations in
vicinity of Work_
3
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9.
10
Keep materials and equipment neatly and compactly stared 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.
Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written pernussion of owner or other person in possession or control of premises.
Store in manufacturers' unopened containers.
Neatly, safely and compactly stack materials delivered and stared along line of
Work io avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant_
Keep public and private driveways and street crossings open.
Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,OOQ linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH DF W Airport Rectaimed Water Dclivery System Flushline
STANDARD CONSTRUCTION SPECIFICATIQN DC}CL?MENTS City Proiect No. 02025
Revised July 1, 2011
Q16b00-3
PRODUCT STORAGE AND HANDLING REQUfREMENTS
Page 3 0£4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART Z- PRODUCTS [NOT USED]
4 PART 3 - EXECUTIUN
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIl2 / RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
i 1 3.7 FIELD [oR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 l. Reject aIl products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USEDJ
18 3.9 ADNSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
2d 3.11 CLOSEOUT ACTIVITIES jNOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer`s written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE �NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
CITY OF FORT WORTH DF W Airport 4teclaimed Water Belivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOC(IMENTS Ciry Project No. 02025
Revised July l, 2011
4S 6600-4
PRQI3UCT ST03ZACaE ANI3 HANI?i,ING R�QUIItEPvf �NTS
Page 4 of 4
R�visitrn I�ag
DATE NAME SLJN�AR� C}F ��€ANt�E
CITY OF FORT WORTH DF W Aitpon Reclaimed VJater Delivcn• System Flushline
S?AI�IDARII CONSTRIJCTiON SPECIFiCATId11i DOCUIviEI�TS City Project k�o. 02025
Reviseei JuiY l. 201 1
ai �aoo- �
MOBILlZAT10N AND REMOBtLIZATiON
Page [ of 4
�
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3 PART1- GENERAL
sEc�TON al �o 00
MOBILIZATION AND REMOBILIZATION
4 1.1 SUMMARY
5 A. Section Includes:
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Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishnient 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 I location to another locatian on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
Remobilization
a. Rernabilization 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 disasseinbly 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 Iocation to another on the
Site in the normal progress of perfarming the Work.
b) Stand-by or idle time
c) Lost profits
Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CTI'Y OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
S'£ANDARD CONSTRUCTION SPECIFICATION DOCLT�ENTS City Project No. 02025
Revised December 20, 2012
01 7000-2
MOBILIZAT[ON AND REMOBIUZAT[ON
Page 2 of 4
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1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation af Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b} Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall cansist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b} Site Clean-up for each issued Work Order
c) Removal af all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract_
4. Emergency Mobilizations and Deznobilization for Miscellaneaus Proj ects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
l. None.
21 C. Related Specificatian Sections include, but are not necessarily limited to:
22 1. Division 0— Bidding Requirements, Contract Fo�ns and Conditions of the Contract
23 2. Division 1— General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measu.remeni and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials fun�shed in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
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2. Remobilization for suspension of Work as specifically required in the Contract
Documenis
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1} The work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Specified Remobilization" in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section I.l.A.2.a.1)
2) Remobilization as described in Section 1.1.A2.a.2)
d. No payments will be made for standby, id�e tirne, or lost profits associated this
Item.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECiFICATIQN DOCUMENTS City Project No. 02025
Revised December 20, 2012
O( 70U0-3
MOBfL(ZATION AND REMOB1LiZATION
Page 3 of 4
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3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Gontract Claim in accordance with Article 10
of Section 00 72 00_
2) No payments will be cnade for standby, idle time, or lost profits associated
with this Item.
4. Mobi]izations and Demobilizations for Miscellaneous Projects
a. Measurement
1} Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accardance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price per each "Work Order Mobilization" in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mabilization
and shall not be paid for separately.
c. The price shall indude:
1) Mobilization as described in Section 1.1.A3.a.l)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Dernobilization required by the Contract Doctunents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under "Measurement" wiil 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.A3.a.2)
d. No payments will be made for standby, idle time, or lost pro.fits associated this
Itern.
1.3 REFERENCES [NOT USED]
1.4 ADMINIST'RATiVE REQiJIREMENTS [NOT USED]
1.5 SUBMITTALS [N(?T USED]
1.6 INFORMATI�NAL SUBMITTALS (NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MAT�RIAL SUBMITTALS [NQT USED]
i.� QuAi.,rTy assuR.ANCE [NOT usEDl
I.1Q DEI,IVERY, S�'(3RAGE, AND LING [NOT USED]
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS City Project No. 02025
Revised December 2d, 2012
01 70 40 - 4
MOB1LfZP.TION AND REMOBII,IZATION
Page 4 of 4
1 l.11 FIELD [SITE] CONLlITIONS [NOT USED]
2 1.1Z WARRANTY [NOT U3ED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT USED]
�� �
�
Revision Log
DATL NAME SUMMARY OF CHANGE
9
CtfY OF !-ORT 1�"ORTEI DFW Airpon fieciaimed Wate.K Deiivery System Flusltline
STANDARD CONSTRUCTIOI�fi SPECII�ICATION DOG1TMFh°TS Git}� Prcjjcct �lo_ 02025
Revisc�cl Dey;emher 2Q. ?012
017123-I
CONSTRUCTION STAK[NG AND SURVEY
Page I of 4
SECTION Ql 71 23
CONSTRUCTION STAKING AND SURVEY
3 PARTl- GENERAL
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1.1 SLJMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
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 Q— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Paymeni
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work perfozmed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
I) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2.3 REFERENCES [NOT USED]
1.4 ADMIlVISTRATIVE REQUII2EMENTS [NOT USEDJ
1.5 SiTSMITTALS
A. Submittals, if required, shall be in accordance with Section Ol 33 00.
B. All submittals shall be approved by the City prior to delivery_
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System F'lushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2012
017t23-2
CONST€tUCTION STAKItVG AND SURVEY
Page 2 of 4
B. Field Quality Control Submittals
2 l. Documentation verifying accuracy of field engineering work.
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE
6 A. Construction Staking
7 1. Construction staking will be performed by the City.
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2. Coordination
a. Contact City's Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor's responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient 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 Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B. Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that contro2 data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to deternune which
horizantal and vertical control data will be required for construction survey.
c. It is the Contractor's responsibility to coordinate Construction 5urvey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control daxa needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perForm replacements andtor restoratians.
3. General
a. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 2501inear feet
CITY OF FORT WORTH DFW Airporl Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised December 20, 2012
al�iz3-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
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c.
�
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
{3) eathodic protection test stations
(4) Sampling stations
(5} Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
{8) Gate valves
(9) Plugs, stubouts, dead-end lines
(1Q) Air Release valves {Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid}
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following Iocations:
(a) Every 2501inear feet
(b) Horizontal and vertical points of inilection, curvature, etc.
(c) Cleanouts
Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor's
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
be� nning each tunneling drive.
5) Provide access for the City to verify ihe guidance system and the line and
grade of the carrier pipe on a daily basis.
6} The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediaieiy notify
the City and correct the installation in accardance with the Contract
Documents.
49 1.10 DELIVERY, ST(?RAGE, AND HANDLING [NOT USEI}]
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STAt�1DARD CONSTRUCTION SPECIFICATIOI�T DOCIIMENTS City Pmject No. 02025
Revised December 2Q 2012
01 71 23 - 4
CONSTRUCT[ON STAKING AND SURVEY
Page 4 of 4
1 1.11 FIELI3 [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
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3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USEDJ
3.4 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] SITE QUALTTY CONTROL
A. It is the Cantractor's responsibility to maintain alI stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.22 PROTECTION [NOT USED]
3.13 NFAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31l2012 D.Johnson
24
CTI'Y OP FORT WORTH DFW Airport Reciaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cify Project No. 02025
Revised December20, 2d12
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Q 1 74 23 - I
CLEANIt�tG
Pagc i of4
SECTION Ol 74 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
l. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
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
3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item_
1.3 REFERENCES [NOT USED]
1.4 ADMINTSTRATIVE REQUII2EMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contarninants disturbed by
cleaning process will nat fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATTQNAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED►]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flustiline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
01 74 23 - 2
CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARI2ANTY [NOT USED]
3 PART Z - PRODUCTS
4 2.1 OWNER-FLTRNISHED [oR] OWNER-SUPPLIEDPRODUCTS (NOT USED]
5 2.2 MATERIALS
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A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
ifc�' •1'�ITc�=�`i�iliJl����l
14 3.1 INSTALLERS [NOT USED]
15 3.2 E�;ANYINATION [NOT IISED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NQT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.'7 FIELD [ox] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
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3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
siorm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved soiid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
altemate manner approved by City and regulatory agencies.
CITY OF FORT WORTH DFW Airport RecIaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS CiTy Project No. 02025
Revised July 1, Zal l
017423-3
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.
&. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do no� burn on-site.
B. Intertnediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container{s}:
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haui 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, lahels and other
foreign materials from sight-exposed surfaces.
2. Wipe all Iighting fixture reflectors, lenses, lamps and trims clean.
3. Vt�ash 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 room floars.
35 D. Exterior (Site or Right of Way} Final Cleaning
36 l. Remove trash and debris containers from site.
37 a. Re-seed areas disturbed by location of trash and debris containers in accordance
38 with Section 32 92 13.
39 Z. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
40 that may hinder or disnzpt the flow of traffic along the roadway.
41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
42 junction boxes and inlets.
CTI'Y OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projeci No. 02Q25
Revised Iuly I , 2011
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O1 74 Z3 - 4
CLEANING
Page 4 of 4
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS (NOT USEDj
END OF SECTION
Revision Lag
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushiine
STANDARD CONSTRUCTION SPECIFICATIOIV DOCUMENTS City Pmject No. Q2025
Revised July 1, 20I 1
Ot 77 i4-1
CLOSEOUT REQUIREMENT3
Page t of 3
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SECTION O1 77 19
CLOSEOUT REQUIREMENTS
3 PARTl- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
b 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1— General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the variaus Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
I7 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Boncis and Affida.vits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CTTY OF FORT WORTH DFW Aicport Reclalmed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS City Project No. 02025
Revised July 1, 2011
Q177 f9-2
CL05EOUT REQUCREMENTS
Fagc 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS (NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATI4N [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
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A. Prior to requesting Final Inspection, submit:
l. Project Record Documents in accordance with Section O1 78 39
2. Operation and Maintenance Daia, if required; in accordance with Section Ol 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
al �4 z3.
C. FinalInspection
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 �ity will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Wark is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the VJork
required to remedy deiiciencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Cantractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubricatian of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
£ Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of a11
equipment
D. Notice of Project Completion
CIFY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANBARD CONSTRUCTION SPEC[FFCATION DOCCJ:vIENT5 City Pmject No. 02025
Revised July l, 201 I
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01 77 19 - 3
CLOSEOUT REQUIREMENTS
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l. Once the City Project Representative finds the Work subsequent to Final Inspectian
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 fornis:
a. Final Payment Request
b. Staternent of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required}
f. Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Dacumentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [N4T USED]
3.S ADJUSTING [NOT U5ED]
3.10 CLEANING [NOT USED]
3.11 CLUSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NQT USED]
3.13 �'EP�ANCE [NOT USED]
3.44 ATTAC�IMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME S UMMARY OF CHANGE
CTI'Y OF FORT WORTH IIFW Airport Reclaimed Water Delivery System Flushline
STANDATtD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
— Revised 7uly 1, 20t 1
01 78 23 - 1
OPERATION AND MAINTENANCE DATA
Page I of 5
sECTTorr ai �s 23
OPERATION AND MAINTENANCE DATA
3 PARTI- GENERAL
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1.1 SITMMA.RY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE A1VD PAI'MENT 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 USEI?]
1.4 ABMINISTRATIVE REQUIItEMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals sha11 be in accordance with Section 01 33 00 . All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8%2 inches x 11 inches
b. Paper
1) 40 pound miniinum, white, for typed pages
2) Holes reinforced with plastic, clath or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pmject No. 02025
Revised December 2Q 2012
01 78 23 - 2
OPERAT[ON AND MAINTENANCE DATA
Page 2 of 5
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d. Drawings
1) Provide reinforced punched bincier tab, bind in with text
2) Reduce larger drawings and fald to size of text pages.
e_ Provide fly-leaf for each separate product, or each piece af operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b} Identity of separate structure as applicable
c) Identity af general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
3
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1_ Neatly typewritten table of contents for each volume, arranged in systematic order
a_ Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify eack 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) C1early identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable infarmation
Drawings
a. Supplement product data wiih drawings as necessary �o clearly illustrate:
1) Relations of component parts af equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Iiocuments to assure
correct illustration of completed installation.
c. Do not use Project Record I?rawings as maintenance drawings_
Written text, as required io 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.
C1TY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flwhline
STANDARD CONSTRUCTION SPECIFICATI4N DOCL7MENTS Ciry Pmject No. 02025
Revised December 20, 2012
Ot7823-3
OPERAT[ON AND MA(NTENANCE 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 5 copies of complete manual an final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required far reardering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrinnental 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
I ) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and 5ysterns
1. Submit 5 copies of complete manual in finai form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and w.inter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassemb2y, 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 insialled cantrol diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FQRT WORTH DFW Aiiport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUIVIENTS City Project No. 02025
Revised December 2d, 2012
01 78 23 - 4
OFERAT[ON AND MAINTENANCE DATA
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3. Content, for each electric and electronic system, as appropriate:
a. Description af system and component parts
1} Function, normal aperating characteristics, and limiting conditzons
2) Performance curves, engineering data and tests
3} Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
I) Routine and normal operating instructions
2) Sequencesrequired
3) Special operating instructions
e. Maintenance procedures
1) Routine operatians
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sectians of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
Charts of valve tag numbers, with location and function of each valve
List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
Other data as required under pertinent Sections of Specifications
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATE $LTBMITTALS [NOT �JSED]
32 19 �UALITY ASSITItANCE
33 A_ Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CONSTRUCTIOTv' SFECIFICATION DOCUMENTS City Project No. 02025
Revised December 2Q 2012
Ol 'I$ 23 - 5
OPERATION AND MAtI�TENANCE DATA
Page 5 of 5
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5 PART 3- EXECUTION [NOT USED]
G•'�
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Revision Lo�
DATE NAME SUMMAR.Y OF CHANGE
8t31!'�Ol� D.Jol�nson 1.5.p.1 —titleofsect�ic�n rcmoved
CiTY' QF FORT WORTH DF!'J .4ir�nzt Reclaimed 4Vater I)elives}= 5ystem Flush9ine
�TANDARD C4NS'I'RUC'it0?J SP��IFICATIC7:�f DOCUME?�tT5 Gity Project No_ 02024
Reviscd Deceinbc:r 2U, 2ti12
� t 78 39 - I
PR03EGT RECORD D(3CUMENTS
Page 1 af 4
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3 PART1- GENERAL
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SECTION Ol 78 39
PROJECT RECORD DOCUMENTS
1.1 SUMMARY
A. Section Includes:
l. Work associated with the dacumenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
S. 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, Corztract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measuremen� 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 ADIVIINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representaiive.
1.6 ACTION SUBMITTALS/INFORMA�'IONAL SUBMITTALS [NOT USED]
1.7 CLOSE4UT SUBMITTALS [NOT USED]
1.8 1VIAINTENANCE lYIATERIA�� SUSMITTALS (NOT USEDj
1.9 QUALITY ASSURANCE
A. Accuracy of Records
l. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specificatians and each sheet of Drawings and
other pocuments where such entry is required to shaw the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documenis may rely reasonably on information obtained from the approved Project
Record Documents.
CTTY OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushiine
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
017839-2
PROJECT RECORD DOCUMENTS
Page 2 of 4
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3. To facilitate accuracy of recards, make entries within 24 hours after receipt of
inforrnation that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STQRAGE A1�ID HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WA.R1'�NTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
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A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 camplete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract_
2.3 ACCESSORIES [NOT USED]
i . ' f, , � • � � : �
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3.2 EXA ATION [NOT USED]
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3.4 i1iAINTENANCE DOCLTIVIENTS
A. Nlaintenance of Job Set
1. Inunediately upon receipt of the job set, identify each of the Documents with the
title, °RECORD DOCLJMENTS - JOB SET".
CTTY OF FORT WORTH DFW Aitport Reclaimed Water I}elivery System Flushline
STANDARD CONSTRUCTION SPECIPICATION DOCL'MENTS City Froject No. 02025
Revised July 1, 2011
01 �8 39 - 3
PROJECT RECORD DOCUMENTS
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2. Preservation
a. Considering the Cantract completion tirne, the prabable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimuin, in accordance with the intervals set forth in Section Ol 71 23,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and nate as required.
c. Date all entries.
d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic Iayouts
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 anangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical loeation of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make aIl identification sufficiently descriptive ihat it may be related
retiably to the Specifications.
c. The City may waive the requiremenis for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. Hawever,
do not rely upon waivers being issued except as speeifically issued in writing
by the City.
B. Final Project Reeord Documents
I. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding fmal documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
CTI'Y OF FORT WORTH DFW Airport Reclaimed Water Delivery System Flushline
STANDARD CQNSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised July 1, 20 t 1
01 7839-4
PROJECT RECORD DOCUMENTS
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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 far reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIIZ / RESTORATION [NOT USEDj
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD (ox] SITE QUALITY Ci)NTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.4 ADJUSTING [NOT USED]
3.IQ CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENAIV CE [NOT USED]
3.14 ATTAC ENTS [NOT USEDj
r.� • i.
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH DFW Aiiport Reclaimed Water Delivery System Ftushtine
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 02025
Revised 7uly 1, 2011
3f 25(l0- t
ERQSION ANDSEDIMENTCONTROL
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SFCi'ION 31 25 OQ
EROSI�N AND SEDIMENT CONTR�L
1.1 SIJIdiMARY
A. Section Includes:
l.. fmpleme2�tatioji of the project's Storm Water Pollution Prevention Plan (SWPPP)
and installation, maintenance and removal of erosian and sediment control devices
B. Deviations from this City of Fort Wortl1 Standard Specification
1. 1.1.C.3, 1.3.5, 3.4.A.2, 3.4.B.6, 3.11.0 and 3.13.E
C. Related Specificatian Sections include, but are not necessarily liinited to:
1. Division 0— Bidding Requireinents, Contract Fornzs and Conditions of the Contract
2. Division 1— General Requirements
3. Division 1— Section OI 57 13 Stonn Water Pollution Prevention
1Z P12ICE AND FAYMENT FROCEI?I7gtES
A. Measurement and Payment
1. Stonl� Water Pollution Prevention Plan �1 aci-e
a. Measuremcnt
1) This Item is eonsidered subsidiary to the various Iteins bid.
b. Pa}mlent
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the structure or Items Ueing bid and no other
compensation will be allowed.
2. Storm Water Pollufion Prevention Plan > 1 acre
a. �easurement for this Item sha11 be Uy lump sum.
b. Payment
1) The wark perfonned and ti�e materials funlished in accordance with this
Itenl shall be paid for at the lump sum pxice bid for "SWPPP > 1 acre".
c. The price bid shall ineiude:
1) Preparation of SWPPP
2} Implementation
3} Permitting fees
4) Instailation
�) Maintenance
6} Removal
1.3 �FERENCES
A. Reference Standards
1. Keference standards cited in this Specification refer to the current reference
staudard publi shed at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. ASTM Standard:
C2TY OF FORT WORTH DFW niiport Reclaiuied Water Deli�=ery System Flushline
STANDARD CONSTRUCTION SPECIF1CATlOi� DOCUMENTS Cit7� Preject No. 020_5
Revised July 22, 2013
31250U-2
EROSION AND SGDIA4ENT CONTROL
Paee 2 «f 9
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a. ASTM D3786, Standard Test Method for Bursting Strength of Textile
Fabrics—Diaphragm Bursting Strength Testei- R�tetl�od
b. ASTM D4632, Standard Test Metliod for Grab Breaking Load aa�d Elotlgatiorl
of Geotextiles
c. ASTM D4751, Standard Test Methad for Deternli�ling Apparent Opening Size
of a Geotextile
d. ASTM D4833, Standard Test Method for Index Puncture Resistance of
Geomembranes and Related Products
Te�as Commission oil Environmental Quality (TCEQ) TPDES General Permit No.
1,XR150000
TxDOT Departmental Material Specificatians (DMS}
a. DMS-6230 "Teanporan� Sediment Conti-ol Fence Fabi•ic"
DFW Airport EnvirorunentaP Affairs S�PPP requirements
, • 1 �. � # • � �.
16 1.5 SLJ�lYIITTALS
17 A. Storm Water Follution Prevention Plan (SWPPP)
18 B. "I'CEQ Notice of Intent (NOI) for Storm Water Discl�arges Associated witli
19 Constnietion Activity under thc TPDES General Pennit
20 C. Construction Site Notice
21 D. TCEQ Notice of Termination (NOT) far Storni Water Discharges Assaciated with
22 Construction .�ctivity under the TPDES General Permit
23 E. Notice of Change (if applicable)
24 1.6 ACT'��N S�TTBIViIT"I'ALS/II��'OR�ViATIONAi� SIIB1VVi�'I'TAi,S [l��}T LT��B]
25 �.7 CLOSEQtiT S�,�h'��T`�'Ai1S [IVOT USEU�
26 1.8 Ii'�A�'� I`ENANC�,IVIA'I"�I��A.I, S IVIIT�'A�,S [l�r�'I` USEi�]
27 19 QU�ITY ASS �NCE [N�'I' IJSE�3]
28 1.10 DELIVER�', S'TORAG� �IVD �'vIlI,I1�TG [IVO'�' IIS�;�]
29 l.11 FIELD [SIT`�] CONI�ITI�NS j_NOT LSE��
30 1.12 W �'�'Y [NO'I' IJSEi�j
3I PAR"I" 2 - PI�OI)UC�'S
32 2.1 OWNER-� IS�ED [oxj Oi�'N��2-SiJPPI.I�I) I'RO�?I1CT'S (1�C}T t7SEi?]
33 2.2 PROI�LTC'i' TYPES �ND 1VI�i'E S
34 A. Rock Filter Dams
35 1. Aggregate
CI1'Y OF FORT V✓ORTH DT=W Aiipo�l Reclai�ned Water Delivery System Flushline
S7ANDARD CONSTRUCTION SPECIFICATIUN DOCUMENTS Ciiy Pr�ject No. 02025
Revised July 22, ?Q13
31 2500-3
EROSION AND SGD(MCNT COIv'"I'ROI..
Pagr 3 of �)
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a. Furnish aggregate with liardness, dui-abilit�, cleanliness and resistance to
crumbling, flaking and eroding acceptable to the Engineer.
b. I'rovide the following:
1} Types 1, 2 and 4 Rock Filter Dains
a) Use 3 to b inch ag�regate.
2) Type 3 Rock Filter Dams
a) Use 4 to 8 inch a�gregate.
2. Wire
a. Provide minimum 20 gauge galvanized wire for tl�e steel wire mesIi aild tie
wires for Types 2 and 3 rock filter dams
b. Type 4 dams require:
1} Double-twisted, hexaganal weave with a nominal mesh opening of 2'/2
inches x 3 % inches
2) Minimum 0.0866 iuch steel wire for netting
3) Minimum 0.1063 inch steel wire for selvages and corners
4) Minimum t?.Q866 ineh for binding or tie u�ire
B. Geoteatile Fabric
1. Place the ag�-egate over geotextile fabric meeting the following criteria:
a. Tensile Strenb h of 250 pounds, per ASTM D4632
b. Puncture Strength of 135 pounds, per ASTM D4833
c. Mu11en Burst Rate of 420 psi, per ASTM D3786
d. Apparent Opening Size of No. ZO (max}, per ASTM D475I
C. Sandbag Material
1. Furnis}� sandbags meetin� Section 2.5 except that any gradation of aggregate may
be used to fill the sandbags.
D. Stabilized Construction Entrances
1. Provide nnaterials that meet the details shown on the Drawings and this Section.
a. Provide crushed aggregate for long and short-term construction exits.
b. Furnish aggregates that are clean, hard, durable and free from adherent coatings
such as salt, alkali, dirt, clay, loam, shale, so$ or flaky materials and organ'rc
and injurious matter.
c. Use 3 to 5 inch coarse aggregate with a mininzum thickness of 12 inclles.
d. The aggregate shall be placed over a geotextile fabric meeting the fallowing
criteria:
1) Tensile Strength of 300 pounds, per ASTM D4632
2) Puneture Strength of 120 pounds, per ASTM D4833
3} Mullen Burst Rate of 6Q0 psi, per AS'I'M I�3786
4) Apparent Opening Size af No. 40 (znax), per /3 STM I34751
E. Embankment for Erosion Control
1. Provide rock, loam, clay, topsoil or other earth materials that will fornl a stable
enibaillcment to meet the intended use.
I�. Sandbags
1. Provide sandbag material of polypropylene, polyethyiene or polyamide woven
fabric with a minimum unit weight of 4 ounces per square yard, a Mu11en burst-
strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent.
CITI' OF FORT WORTH DFW Aiiport Reclaimed Water Delive�y System Flushline
STANDARD CONSTRUCT�ON SPECIFICATION DOCliMENTS City Project No. 02025
Revised July 22, 20Y3
3 I 25 O(l - 4
L•RQ31QN AND SGDIMGNTCONTR{?L
Pagc 4 of <1
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2. USe Ilailli�� COaiSe Sc3ri{� OI' 3i7aI1ll�aGiilI'Ea SaI1C� illeeilIl� ille CI'aC13t10I1 �?IVeil Iri �8�)1e
1 ta fill sandbags.
3. Filied sandbags must %e 24 to 30 inclies lan�, 1 b to 18 incl�es wide, al�d 6 to 8
i�}c13es thick.
,; .�, �,
Sieve # It'Iaxim�am Ret�ined (°fo bv ��'ei�ht)
4 3 ercent �
100 80 percent
200 95 ercent
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G. Temparary Sediment Contral Fence
I. Provide a net-reinforced fez�ce usiiig woven geo-textile fabric.
2. Logos visible ta tlie traveIiilg public wi11 not be aliowed.
a. Fabric
I) Provide fabric materials in accordai�ce with DMS-6230, "Temporaiy
Sediment Control Fence Fa%ric."
b. Posts
1} Provide essentialiy straight ��ood or steel posts with a minin�uin length of
48 inches, unless atherwise shown on the Drawings.
2) Soft wood posts n�ust be at least 3 inches in diaineter or noininal 2 x 4 inch
3) Hardwood posts must l�ave a lninimum cross-section of 1-1/2 x 1-1/2 ineli
�) T- or L-shaped steel posts must have a minimum �,�eight of 13 poulids per
foot.
c. Net Reinforcement
1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire
mesh, witl� a maximum opening size of 2 x 4 inch, at least 24 inches wide,
ui�Iess otherwise shown on the I3ra�lings.
d. Staples
1) Pravide staples �jith a crown at least 3/4 inch wide and legs 1/2 inch long.
• • �; i r
• • � ; . � i �; �
�.. �
29 3.l INS'I'AI1�,E�S [NOT �J�E�]
30 3.B E' IIlTEs,'�'IQN [NO�' iiSEi3]
, , ,. . . � � �
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A. Stor�n Water Pollution Prevention Plan
1. Develop and implement the pa•oject's Siortn Water Pollution Prevention Plan
(SWPPP) in accordance with the TPDES Construction General Pennit "I'XR150000
requirements. Prevent water pollution from storm water runoff by using and
maintaiiung appropriate structural and nonstrueturaI BMPs to reduee pollutants
discharges to the MS4 from the construetion site.
CITI' OF FORT WORTH DFW Airport Reclaimed Wa[er Delivery System Flushline
S7'ANDARB CONSTRUC7lON SPECIFICATIOT� DOCU�RENTS City Projeet No. 02025
Revised Jul}� 22, 2013
31 2$ O(} - 5
L•ROSfON AND SEDIMLNT CONT20L
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2. DFW reserves the ri�ht ta require changes to tlle SWPPP durilig a review afid
approval process and will be eonsidered an o�erator on the SWPPP.
B. Control Measures
1. Implement control measures in tl�e area to be disturbed before beginning
COIIStI1]CilOTI, or- as directed. Limit tl�e disturbaiice to tl�e area shown an tlle
Drawings or as diz•ected.
2. Control site waste such as discarcied building materials, eonerete truck ���ashout
water, cliemicals, litter and sanitary waste at the construction site.
3. If, in the opinion of the Engineer, the Contractor cannot contr�l soil erosion and
sedimentation restziting from canstruetion operations, tlie Eiigineer will limit tlle
disturbed area to tI�at which the Contractor is able to cantrol. Minimize disturbance
to vegetation.
4. Immediately correct ineffective control measures. Implement additional controls as
directed. Remove excavated material witl�in tIie time requirements specif ed in the
applicable stonn water permit.
�. Upon acceptance of vegetative cover by the City, remove and dispose of all
temporary control measures, temporary en�bankments, bridges, inatting, falsework,
piling, debris, ar ot��er obsiructions placed during canstraction that are not a part of
the fnished work, or as directed.
6. The contractor is required to use DFW Enviromnental Affairs approved control
ineasures.
C. Do not locate dispasal areas, stockpiles, or haul roads in any weiiand, water body, or
streambed.
D. Do not install temporary construction crossings in or across aily water body withaut the
prior approval of the appropriatc resource agency and the Engineer.
26 F.,. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an
27 approved location. Keep paints, chemicals, soivents, and fertilrzers off bare ground and
28 provide sheiter for stored chemicals.
29 F. I�istallation and Maintenance
30 I. Perfortn work in accordance with the TPDLS Construction General Permit
31 TXR 150000.
32 2. When approved, sediments may be disposed of within embankments, or in areas
33 wiiere the material will not contribute ta further siitation.
34 3. Dispose of removed material in accordance witli federal, state; and local
35 regnlations.
36 4. Remove devices upon approval or when directed.
37 a. Upon removal, finish-grade and dress the area.
38 b. Stabilize disturbed areas in accordance with the permit, and as shown on the
39 Drawings or directed.
40 5. The Contractor retains ownerslup of stockpiled material and must remove it from
4I the project wlien new installations or replacements are no longer required.
42 G. Rock Fitter Dams for Erosion Control
43 1. Remave trees, brush, stumps and other objectionable material that may interfere
44 with the construction of rock filter dams.
C1TY OF FORT �VORTH DFW Aiiport Reclaimed Vr'ater Delivery System Flushline
- STANDARD CONS7'RUCTIOI�� SPEC1FiCATION DOCUMENTS City Proiect Na. 02025
Revised July 22, 2Q13
312500-6
EROSION AND SEDIMGNT CONTROL
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2. Place sandbags as a foundatioil wlien i•equired or at the Contractor's optioi�.
3. For Types 1, 2, 3, and 5, place the aggregate to the lines, heigllt, and slopes
specified, ���ithout undue voids.
4. For Types 2 and 3, place the aggregate on the mesh and tlaen fold the �nesl� at the
upstream side over tl�e aggregate and secure it to itself on the downstreaia� side with
wire ties, oY- hog ria�gs, or as dir-ected.
5. Place rock filter dains perpendicuiar to the flow of the stream or chaiulel unless
atherwise directed.
b. Construct filter dams according to the following criteria, unless otherwise shown on
the Drawings:
a. Type 1 (Non-reinforced}
1) Height - At least 18 inches rneasured verticaliy frorn existing ground to top
of filter dam
2} Top Width - At least 2 feet
3) Slapes - At most 2: I
b. Type 2 (Reinforced}
1) Heighi - At Ieast 18 inches measured verticalIy from existing ground to top
of filter dam
2) Top Width - t�t least 2 feet
3) Slopes - At most 2:1
c. Type 3 (Reinforced)
1) Height - At least 36 inches measured vertically from existing ground to top
of filter dam
2) Top Width - At least 2 feet
3) Slopes - At most 2:1
d. Type 4 (Sack Gabions}
1) tinfold sack gabious and smooth out kinks and bends.
2) For vertical filling, connect tlie sides by lacing in a single loop--double loop
pattern on 4- to 5-inches spacing. At 1 end, pull the end lacing rod until
tight, wrap around the end, and tvaist 4 tunes. At the filling end, fill with
stone, pull the rod tight, cut the wire with approximately 6 inches
remainin�, and twist wires 4 times.
3) For horizontal filling, place sack flat in a filling trotzgh; fill with stone; and
cannect sides and secure ends as described above.
4) Lift and place withaut c3amaging the gabian.
5} Shape sack gabions to existing contours.
e. Type 5
1) Provide rock tlter dams as shawn on the Drawings.
H. Construction Entrances
40 1. When tracking conditions exist, prevent traffic froin crossulg or exiting the
41 construction site or moving directly onto a public roadway, alley, sidewalk, parking
42 area, or other t7ght of way areas other than at the locatian of construction entrances.
43 2. Place t]le exit over a foundation course, if necessary_
44 a. Grade the foundation course or compacted subgrade to direct runoff from the
45 construction exits to a sediment trap as sho��n on the Dra�Tin�s or as directed.
46 3. At drive approaches, make sure the constructian entrance is the full width of the
47 drive and meets the length shown on the Drawings.
CI7'Y OF FOR7� WORTH DFW Aiipori Reclaimeci Water Deliveiy System Flusliline
5TANDARD CONSTRUCTION SPF_.CIFICATION DOCUMEN7'S City Pt'�iect No. 02025
Reviscd July 22, 20l s
3125U0-7
E?ROSION AND SCDIMENTCONTROL
Pil�?C "r Lt( <)
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a. The widtli shall be at least 14 feet for 1-way and 24 feet for 2-way traific for all
other points of inbress or egress or as directed by the Engineer.
I. Eart}�work for Erosion Control
1. Perform excavation and embankment operations to minimize erosion and to reniove
collected sediments froin other erosion control devices.
a. Excavation and Embankment for• Erosiou Control Measui•es
1) Place earth dikes, s��ales or combinations of both alai�g the low crown of
daily lift placement, or as directed, to �revent runoff spillover.
2) Place swales and dikes at other locations as shown on the Drawiiigs or as
directed to prevent runoff spillover or to divert runoff.
3} Construct euts with the Iow e�ld blocked with urldisturbed eartli to pr•event
erosion of hillsides.
4) Construci sediment traps at drainage stnzctures iv conjunction �uith ather
erosion control measures as shown on the Drawings or as directed.
5} Where required, create a sediment basin praviding 3,600 cubic feet of
storage per acre drained, or equivaIei�t control measures for drainage
locations that serve an area with 10 or more disturbed acres at 1 time, not
including offsite areas.
b. Excavation of Sediinent and Debris
1) IZemove sediment and debris when accumulatioil affects the perfonnance of
the devices, after a rain, and when directed.
Sandbags for Erosion Control
1. Construct a berm or dam of sandbags that will intercept sediment-laden stonn water
runoff from disturbed areas, create a retention pond, detain sediment and release
water in sheet flow.
2. Fill each bag �uith sand so that at least the top 6 inches of the bag is unfilled to
allow for proper tying of the open end.
3. Place the sandbags witl� tlleir tied ends in the same direction.
4. Offset subsequent rows of sandhags 1/2 the lengih af the preceding row.
5. Flace a single layer of sandbags downstreaz7i as a secondary debris trap.
6. Place additional sandbags as necessary or as directed for supplementary suppart to
berms or dams of sandbags or earth.
Temporary Sediment-Control Fence
1. Pravide temporary sediment-control fence near the downstream perimeter of a
disturbed area to intercept sediment from sheet flo��.
2. I.ncorporate the fence into erosian-cantrol rneasures used to control sediment in
areas of higher flow. Install the fence as shown on tl�e Drawings, as specified in this
Section, or as directed.
a. Post Installation
1} Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a
spacing of 6 to 8 feet and install on a siight angle toward the run-aff saurce.
b. Fabric Anchoring
1} Dig t�•enc�ies along the uphill side of the fence to anchor 6 ta 8 iuclies of
fabric.
2} Provide a minimum trench cross-section of 6 x Ei inches
CITY OF FORT WDItTH DFW Ai�ort Reclaimed Water Delrvery System Flushline
STANDARD CONSTRUeTiON SPECIFiCATJON DOCUM ENTS Gity Project No. 020?5
Revised July 22, 2013
312500-8
GROSION AND SCDlMENT CON"�ROL
Pagc fi af 9
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3} Flace the fabric agai2�st the side of the trencl� and align ap�roaimately 2
incl�es af fabric aiong tiie bottom in the upstream direction.
4) Backfill the treneh, then hai�d-tamp.
Fabric and Net Reinforcement Attachment
1) Unless otherwise slzouln under the Drawings, attacl� the reinforcement to
wooden posts witli staples, or to steel posts with T-clips, in at least 4 plaees
equally spaced.
2} Sewn vertieal poekeis may be used to attach reinforcen�ent to end posts.
3) Pasten the fabric to t17e top strand of reinforcement by hog rings or cord
every 15 inches or less.
Fabric and Net Splices
1) Locate splices at a fence post with a minimum lap of 6 inches attached in at
least 6 places equally spaced, unless otherwise shown undei- tlie Drawi3�gs.
a) Do not locate splices in concentrated flovsT areas.
2) Requiremei�ts for installation of used temporary sedin�ent-cai�trol fence
include the foliowing:
a) Fabric with minimal or r�o visible sib s of biodegradation {weak fibers}
b) Fabric without excessive patching (more thai� 1 patclz every 15 ta 20
feet)
c) Posts without bends
d) F3acking u�ithout holes
22 3.5 PA� ES'�� TIQN [NOT US�II�]
23 3.6 -INSTALLA�ION [NQT TJSED]
24 3.7 FIE�,I? [ox] SITE QITA�,I'I"�' �ONT'RQI, [NO"I' USED]
2S 3.8 SYS'I'Ell� S���UP [NO'I` YTSEDj
26 3.9 A�3.Ti7S'I'�11VG [NOT LJ�E�]
27 3.1d CI.EAN�TG
28 A. Waste Management
29 1. Remove sediment, debris and Iitter as needed.
30 �.�� CLOS��EJT r�C'I'IVI'I'IES
31 A. Erosion eantrol measures remain in piace and are maintained until a11 soii disturbing
32 activities at ihe project site have been completed.
33 B. Establish a uniforn� vegetative cover with a density of 70 percent on all unpaved areas,
34 on areas not covered by permanent structures; ar in areas where permanent erosion
35 control measures (i.e. riprap, gabions, ar geotextiles) have been employed.
36 C. 'The contractor is required to request and pass a final inspection af the site by
37 Environmental Affairs staff prior to considering the SWPPF closed or tiling the NOT.
38 Final inspection shall verify that the site meets fmal stabilization, all temparary I3IvIPs
39 installed have been removed and the site is clear of all supplies or wastes, etc.
40
CITY OF POA1' WflRTH DF�V Ai�pozl Reciai;ned Watcr Belivefy Systern Fiushline
STA�I�.ARf} CUNSTRi1CTlON SPECIPICATION DOCLI�4ENTS City Proiect No, OZOZ�
Revised luly'_2, 2Qi3
3125Q0-�1
ER0510N AND SED[MENTCONTROL
Pagc 4 0(9
1 3.1� P��T'�C�'I�N (I�I4'i' i1SEl�]
2 3.13 IVI��NTENANCE
3 A. Itistall and maintain tlle integrity c�f te�nporary erosion and sedimentation controi
4 devices to aceumuiate silt and debris u��til eartliworlc cor�struction and peimanent
5 erosion conti•ol features are in place or tl�e disturbed area has been adequately stabiiized
6 as deiei7�ined by tl�e Engineer.
7 B. If a device ceases ta functiot� as intended, repair or replace the device or portioils
8 thereof as necessary.
9 C. Perforin inspections of the construetion site as prescribed in the Canstruction C'seneral
14 Permit TXR150000,
i l D. Records of izlspeetioiis and n�odifications based on the results of inspections nlust be
12 maintained and available in acco�•dance witll the pei7nit.
13 E. DFW reserves the right to require clianges to the erosioi� and sedimentation coazh-al and
14 SW�I'PP duri��b eonstruction and will be considered ar� operator on the SWPPP,
IS
�6 �.�� ��r������N�s [�ro� us��I
17 EiVI) �F S�CTI�I�
18
14
R8i�15I0Il �.O�T
➢ATE NAME SUMMARY OP CHANGE
CiT1' OF Ft1RT WORT�I D�W' Ai3� ot1 Reciaiined Watci- L?elivezy System Fluslzline
STANDARD COi�'S"I�RUC"i'lON SPECIFiCATiON [?QCUMENTS City Pa�ject \o. 02C125
Rcvised 7iaiy 22,'�Qi3
32I123-I
�=LEaIBLE: gASE COt�ItS'�S
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S�C`i'ION 32 11 23
FLEXIBLE I3ASE COL'RSES
PART' 1 - G�NERAL
1.1 SL'1VIMARY
,�. Section I�Zcludes:
I. Foundation course For surface course or for otller base cour-se composed of �lexible
base constructed in one or more courses in confonnity with the typical section.
B. Deviations from tliis City afFort Wortii Standard Specification
1. 2.2.A.2-6
C. Related Specification Sections include, but are noi necessarily liinited ta:
1. Divisian Q— Bidding Requirements, Cantract Farms, and Conditions of the
Contract
2. llivisioll 1— General Requirements
1.2 P�ZICE AIY� PAY1t�I�NT PR�CEI)�JRES
A. Measuren�ent and Payinent
l. Measurement
a. IVleasureinent for this Item will be by t}le square yard of I�lexible Base Course
for various:
1) Depths
2) 'I'ypes
3} Gradations
2. Payment
a. The wark perfonned and materials furnished in accordance with this Itez17 and
measured as provided under "Measureme»t" ���ill be paid for at the u11it price
bid per square yard of Flexible l3ase Course.
3. The price bid skall include:
a. Preparation and correction of subgrade
b. Funiishing of material
c. Hauling
d. Blading
e. Sprinkling
f. Compacting
1.3 �FERENCES
A. .Definitions
1. RI-LP — Recycled Asphalt Pavenlent.
B. Reference Standards
1. Reference standards cited u1 this specificatian refer to the cunent reference standard
publisl�ed at tlle time of tlie laiest revisian date logged at the end of this
specification, unless a date is speciizcally cited.
2. 1�STM Tnternational (ASTM):
C7TY OF FOR7- WdRTH DFW Ait�o�� Reclaimed Water Delive�y System Clusl:line
STANDAitD CONSTRUC7'lON SPF.CIFICATION DOCUMENTS City Project No. 0?Q25
Revised July 22, 2013
32�1�3_�
FLEXiBLE BASE COURSL-;S
Pagc 2 c�C7
1
2
3
4
5
6
7
8
9
10
11
12
13
14 1.4
a. D698, Standard Test Metl�ods for Labo►-atoz-y Compaction Characteristics of
Soil Usinb Standard Cff�rt (12 400 ft-Ibflft3 (600 kN-n�/m3}}
3. Texas Department of Ti-ansportation (TXDOT):
a. Tex-104-E, Detenni��ing Liquid I,imits of Soils
b. Tex-106-E, Calculating tl�e Plasticity Itidex of Soils
c. Tex-i 07-E, Deternliiling the Bar Linear Shrinkage of Soils
d. Tex-1 l0-E, Particle Size Ai�alysis of Soils
e. Tex-116-E, Ball Mill Metllod for Deter�llining the Disintegration of Flexible
Base Material
f. Tex-117-E, Triaxial Compression far Disturbed Soils and Base Materials
g. Tex-411-A, Sounduess of Aggregate [Jsing Sodium Sulfate or Magnesium
Sulfate
h. Tex-413-A, Detennining Deleferious Material in Mineral Aggregate
MINISTT�ATIVE RE�L1I M�NTS [NQT LSEDj
15 1.5 ACTI4N S MIT�'ALS [N�T USED]
16 1.6 ACTT�i\' SUBMI'�'TALS/�NFOi211'�A'I'IONAL SLJBIYII'�'TAlLS (NOT IJSEI3j
17 1.7 CI.OSEOUi' SUBIVIIT�'AI,S [�t��' I7SED]
18 1.8 1VIAINTENANCE IYIA�'E AL SIJI;MITTAI.S [NOT USED]
19 1.9 Q�TAI.I`I'�' ASSL NCE [NC}T LTSEI}]
20 1.1Q I3ELIVERY, S14RAG�, fiNll �I�tDLING [N�T LTSFDj
?�
?2
I i ! i• 1 1;
, • , . � , �
, , . . . � �; � �;
• ' ' i ' � , • , � �:
25
26
27
28
29
30
31
32
?3
34
35
36
37
38
34
40
2.B I!'IA'� �,RIAI,S
A. General
1. Furnish uncontaminated materials of unifonn quality that meet the requireincnts of
the Drawings and specifications.
2. Obtain materials fram sources that are approved by DFW Airport and approved for
use on DFVtT Airport property.
3. Notify City and DFW Airport of chanbes to material sources.
4. Tl�e City and DFW aiiport may sample and test project materials at any time before
compaction througl�out tlie duratian of the project to assure specification
compliance.
5_ In no cases may material be removed from DFW Airport property. Any excavated
excess materiai shall be taken to the DFW airport soil storage site.
6. AlI imported material shall be approved far use on DFW Airport property by DFW
Envirolunental Affairs. Contractor shall submit an Imported Material form foz-
approval prior to bringing material an DFW property.
�3. Aggregate
CT71 OF FQRT WORTH DFW Aiipori Reclaimed �uater Delive�y System Flushline
S1'ANDARD CONS"I'KUC"rION SPECIFICATION DOCUMENTS City Project Na 02025
1Ze��ised JuJy 22, 2013
321123-i
FLEXIE3LE BASE COUFZSES
P,+gc + cs1 7
1
?
3
4
5
6
7
8
9
I. Fun�ish aggregate of tl�e type and grade sllawn on tlle 13i-a�vings a��d coi�farmiilg to
f11e require��lerits of Table 1.
2. Lach sour-ce must meet Table 1 rec�uiremeiits for liquid limit, plastiCity ii3dex, aiid
��Tet ball mill far the grade speci�ed.
3. Do noi use additives sucli as but uot limited to lime, ceii�ent, or- fly ash to modify
aggregates t� �l�eet t37e requireme7its af Table ?; ui�less sho��tn on the Drawings.
Table 1
iFiaterial Requirements
Pr�perlr� Tes4 hleileod Grade I Grade 2
ivfasicr gradatian sicvc __
I SI'LE (°in i'C1itiT1C�} .... ��..
. ._._ 2- � %? III... .. . ..... ..,, ......m ...... � .
.. ...__ . ......_ ._..._. _........ ........ .. _.
1-3/4 in. fl t1 l4
_ 7/8 in __ .. Tex- i I Q-E I Q-35
_3/8 in...... _. 30-56 .__
— . _...___ .__ —
No.4 _ 45-65 45-7w
� No, 4(t ?ij-RS ��bt}-:S� '�
'�� Liyuid�lmui_ %max 1 I'ex IU4 £ 35 � 4Q ��
PlasiiCitv index. max.� ~ Tex-106-E � 10 1'
_ ...... _ . _ _.__ - _ ___. � - __ _- . _ _ _..__ . .
Wet bali mill, %max.i I 40 45
Wet ball mit] °o max. Tex-1 J 6-E � —
; increase ��assmg the 20 2C� �
; No. 40 sieve ;
Classification' 1.0 i i.1-2.3
� . _ . __ .. ...._...._ — . __ .._.
Min compressivc
sU-ezigth', PS� Te�;-31?-E '
lateraJ pressua•e Q psi 45 35
latera3 ps�essure I S psi i 175 ' 17�
��1. Detennine plastic inde� in ac�ordance �vifh Tex-107 F�(lineai'
shrinkage)lvhen liquid limit is unattainab]e as defined i��
Tex-104-E.
2. When a sovndness value is reqaired by [I�e Drawings, test
material in aceordanee with Tex-<{! t-A.
3. Meet both the classification a�ad the �a�inimum compressive
strength, unless atherwise sho�;m on tlie Dr•a�vings.
IO
71
12
13
14
IS
16
17
18
19
�a
��
22
23
24
25
?�,
2'7
4. R�Iaterial Tolerances
a. The City may accept material if no more than I af the 5 most recent gradation
tests has an individual sieve outside the specified Iimits of the gradation.
b. When target brading is required by tlle Drawings, rao singie failin� test may
exceed the �naster grading by more than 5 percenta�e �oints on sieves No. 4
and larger or 3 percentage points an sieves smaller than No. 4.
c. The City may accept material if no niore than 1 of the 5 mvst recent plasiicity
index tests is outside the specified lim�t. No single failing test may exceed the
allowable limit by mare than 2 paints.
5. Material Types
a. Do not use fillers or binders u��less appraved.
b. Furnisli the type specified on the Drawings in accardance with ihe following:
l ) Type 1�
a} Crushed stone produced and graded frozn oversize quarried aggregatc
that c�riginates from a sizi�Ie, naturally occurring saurce.
b) Da not use gravei or multiple sources.
2) Type �
CITY OF PORT WORTH DfW Airpor[ Rec(aimed Water llelivery System Flushline
STANDARD CONSTRliCT10N SPF.,CIFICATli?N DOCLA�ENTS City Pr�ject No_ 02t125
Revised luly 23, 201:
32 1 1 23 - 4
FLE}i1BLE BASE COURSES
Pagc 4 oC7
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I4 C. Water
a} Only for use as base material for temporary pavemei�t repairs.
b} Do not exceed 2Q percent RAP by weiglit unless sl�own on Drawi�lgs.
3) Type D
a) Type A material or crushed concrete.
b) Crushed concrete coiltaining gravel wil] be considered Type D
material.
c} Ti�e City may require separate dedicated stockpiles in order to verity
compliance.
d) Crushed concrete must meet the following requireineilts:
(1) Table 1 for the grade specified.
(2} Recycled materials must be free fi-om reinforcing steei and other
objectianable rnaterial and }lave at most 1.5 percent deleterious
material when tested i2t accordance with TEX-4l 3-A.
15 1. Furnish water free of industrial wastes and other objectionable inatter.
16 2.3 ACCESSOl2IES [N�'I' USED]
, ! ! , i ` ,� t, �,
.
� . .. �
• , ; �,
1 ! i !
. . . , , , �
22
23
�4
A. General
1. Shape the subgrade or existing base to confonn to the typical sections sho��rn on the
Drawings or as directed.
25 2. When new base is required to be mixed with existing base:
26 a. Deliver, place, and spread the new flexible base in the required amount.
27 b. Ma��ipulate and thoroubllly mix the new base with existing material to pravide
28 a unifonn mixture to the specified depth before shaping.
29 B. Subgrade Compaction
30 1. Proof ra11 the roadbed before puhrerizing or scarifying in accordance with the
31 followi�g:
32 a. Proaf Rolling
33 1} City Project Representative must be on-site during proof rolling operations.
34 2) Use equipz�lent that will appl_y sufficient load to identify soft spots that rut
35 or pump.
36 a) Acceptable equipment includes fully loaded single-axle water truck
37 with a 1540 gallon capacity.
38 3) Make at least 2 passes with the proof raller (down and back = 1 pass).
39 4) Uffset each trip by at most 1 tire width.
40 5) If an unstable or non-uniform area is found, conect the area.
41 b. Correct
42 1) Soft spots that rut or pump greater than 3/4 ineh
43 Z) Areas t}lat are unstable or nan-uniform
C1TY OF FORT WORI'H DI'W Airport Keclaimed Wate: Delivery Systeni P{ushline
STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS City Project No. 02025
Revised Ju1y 22, ZOl3
32I123-5
�LL"a1E3LE BASE COURSL-'S
Ptigc ? o!' 7
1 2. Installation of base material cannot proceed until compacted su[�grade ap�xoved by
2 the City.
3 3.4 INSTALLA'�'ION
4
$
6
7
8
9
10
11
12
13
14
15
16
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18
19
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22
23
?4
25
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28
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43
A. General
1. Coustruct each layer unifonnly, free of loose or segregated areas, and with t11e
required density and moisture content.
2. Provide a smooth surface tllat confanns to the typieal sections, lii�es, and grades
shown on tl�e I�rawings or as directed.
3. IIaul approved f]exible base in clean, covered trucks.
B. Equipment
1. Gcnerai
a. Pravide machinery, taols, and equi�ment necessary for proper execution af the
work.
2. 1Zollers
a. The Contractor n�ay use any type of roller to meet the production rates and
quality requireinents of the Contract unless �therwise shown on the Dra���ings
or directed.
b. When spccific types of equipinent are required, use equipment that meets the
specified requirements.
c. �Iternate Equipment.
1) Instead of the specified equi�ment, the Contractor may, as approved,
operate other cam�action equipment that produces equivalent results.
2) Discontinue the use of the alternate equipment and furnish the specified
equipuzent if tlie desired results are not achieved.
d. City may require Contractor io substitute equipznent if production rate and
quality requirements of the Contract are not met.
G Placing
1. Spread and shape flexible base into a uniform layer by approved means the same
day as delivered unless otherwise approved.
2. Place material such that it is mixed ta minin�ize segregaiion.
3. Construct layers to the thickness shown on the Drawings, while maintaining tlle
shape of the course.
4. Where subbase ar base course exceeds 6 inches in thickness, construct in 2 or mare
courses of equal tl�ickness.
5. Minimum lift deptl�: 3 inches
6. Control dust by sprinkling.
7. Correct or replaee segregated areas as directed.
8. Place successive base courses and fmish courses using the same canstruction
metbods required for the first course.
D. Campaction
1. General
a. Compact using deilsity control unless othervaise shown on the Drawulgs.
b. Multiple tifts are pei7nitted when shown on the Drawings or appraved.
CITY OF FORT VJORTH DFW Airport Reclaimed Water Delivcry System Flushline
STANDARD CONSTRUCTION SPEClFICATION DOCt.JMENTS City Pr�ject No, 02025
Revised .TLtly 2�. 2013
321123-G
FLGXIBLL QASE COLJRSES
Pagc fi ctii 7
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3a
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4b
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3
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c. Bring each Iayei- to tlle moisture cor�teiit directed. Wllen necessaiy, sprinkfe tl�e
material to the extent i�ecessa�y to pro��ide not less than the ret�uired density.
d. Compact the full depth of tl�e sUbbase or base to the extent necessary ta remain
fii�n and stable u��der construetion equipment.
2. Rolling
a. Begin rolling longitudinally at the sides and proceed towards the center,
overlapping oai successive trips by at least U2 the width of the railer unit.
b. On superelevated curves, begin rolling at tlle low side and progi-ess toward the
l�igi� side.
c. Uffset alte�llate trips of the rolier.
d. Operate rallers at a speed between 2 and 6 mph as directed.
e. Re�uork, recompact, and refnish material that fails to meet or that Ioses
required inoisture, density, stability, or f nish before tlie next course is placed or
the project is aceepted.
f. Continue work until specification requirements are i��et.
g. Proaf roli tile compacted flexible base in accordauce with the following:
1) Praof Rolling
a) City Project Representative must be on-site duriisg proof rolling
operatious.
b) Use equipment that will apply sufficient load to identify soft spots t}iat
rut or pump.
(1} Aceeptahle equi�ment includes fully loaded single-axle water truck
with a 1500 gallon capacity.
c) Make at least 2 passes witl� the praof roller (down and back = 1 pass).
d) Offset each trip by at most 1 tire ��idtll.
e} If au unstabie or non-uniform area is faund, conect the area_
Z) Conect
a} Soft spots that rut or pump greater tl�an 3/4 inch.
b) Areas that are unstable or non-uniform.
Tolerances
a. Maintain the shape of the course by blading.
b. Completed surface shali be smooth and in conforn�ity with the typicai sections
shawn on thc Dra«ings to the establisl�ed lines and grades.
c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4
inch in cross section in lez�gth greater than 16 feet illeasured longitudinally by
loosening, adding or reinoving material. Reshape and recompact by sprinkling
and rolling.
d. Correct all fractures, settlement ar segregation immediately by scarifying tlle
areas affected; adding suitable n�aterial as required. Reshape and recompact by
sprinkling and rolling.
e. Should the subbase or base course, due to any reason, lose the required
stability, density and finish before the surfacing is complete, it shall be
recompacted at the sole cxpense of the Contractor.
Density Control
a. Miniinum Density: 95 percent compaction as deiermined b}� ASTM D698.
h. Moisture content: minus 2 to plus 4 of optimum.
E. Finisliing
CIT'Y OF FOR7' R✓OR?H DFVJ Aiiport Keclain�ed Wafer L}elivery System Flusliline
STANDARD CONSTRUCTION SPECIFICATION DOCliMENTS City Project No. 02025
Revised Jui}+22, 2C113
321(23-7
�LEXIBLE [3ASE COURSES
Pagc; 7 0l'7
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33
14
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29
?a
21
22
23
24
25
26
?�
zs
29
30
1. Afier completing compaction, clip; skin, or tight-blade the surface with a
maintainer ar subgrade trimmer to a depth of approximately 1(4 inch.
2. Remove loosened material and disp�se of it at an approved location.
3. Seal the clipped sarface immediately by i•olling with an appropriate size pneuii�atic
tire roller until a smooth sur•face is attained.
4. Add small increments af water as needed dul•ing rolling.
5. Shape and maintain the course and surface in confarmity with the typical sections,
lincs, and grades as shown on the Dra��srings or as directed.
6. I�7 areas where surfacing is to be placed, correct grade deviations greater than 1/4
ulch in 16 feet measured lougitudinally or greater than 1/4 inch over the entire
width of ihe cross-section.
7. Correct by loosening, adding, or remavin�; �naterial.
8. Reshape and recon�pact in accordance with 3.4.C.
3.5 R�PA�RlRESTQRATION [NOT LTSED]
3.6 ItE-Il�'STAL]C.AT'Io1V (NO'i' USED]
3.7 QUAI,ITY CC}lY'I'ROL
A. Density Test
1. City to measure density of flexib�e base course. .
a. Notify City Project Representative when flexible base ready for density testing.
b. Spacing directed by City (1 per block rninimtun).
c. City Project Representative determines locaiion of density testing.
3.8 SYSTElVV� STARTUP [NOT US��9]
3.9 A�.IUS'I"ING [NOT USED]
3.I0 ��,EANING [N�T USED]
3.1.1 CZ.QS��U'I' ACTI�TITIES [IlTO'I' ITS�D]
3.12 I�idOTECTI�N [NOT I7SED]
3.1.3 1V�A�1vTEN,A.Nc� [No'I` i.ISEI3j
3.14 ATTA��IMEN'�'S [NQT dTS�D)
� a
Revision Log
DATE NAME SUIv1I��ARY OF CHANGE
�J
CITY OF F'OR7 WORTH DF�' Airport Reclaimed l�ater Deliv�•y System Flusliline
STANDARD CUNSTRUCTIQN SPLCIPICATION DOCUA4ENTS Cit}- Project N�. OZ(125
Revised July 22, 2013
329213-I
lil'DftOMULC'f(ING, SEGDING AND SODDING
Pagc ( oF7
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SECTION 32 42 13
HYDROMULCHING, SEEDiNG AND SODDING
PART � - G�NEIZAL
1.1 SUIVIIVi�I2Y
A. Section Inciudes:
l. Furnishing and instalfinb grass sod and pennanent seeding as sliown on Drawings,
or as directed.
B. Deviations from t11is City of Fort V�,�ortll Standard Specification
1. l.6.A.2, l.l O.B.1, 1.10.B.2, 22.A_2.c (rye renloved}, 2.2.A.2.d,3.4.B.1.b, 3.4.B.6.c,
3.13.1�.1, 3.13.B.1, 3.13.B.3.a and 3.i3.C.l
C. Related Specification Sections include, but are »ot necessarily limited to:
1. Division 0- Bidding Requirements, Contract Fanns, and Conditions of the Contract
2. Division 1- GeneraI Requireinents
3. Section 32 9I 19 — Topsoil Placement and Finishing of Parkways
1.2 P�22ICk� r�.Nll PAYIVI�N 1' PROC�vU1�;S
A. Measurement and Payment
1. 131ock Sad Placement
a. Measuremeizt
I) Measurement for t}izs Item sl�all be by tlle square yard of Block Sod piaced.
b. Payment
1) The work performed and ulaterials furnished in accordance with this Item
and measured as provided under "Measurement" will be paid for at the unit
price bid per square yard of Block Sod p].aced.
c. The price bid shall include:
1) Furnishing and placing a11 sod
2) Rolling and tamping
3} Watering (until established}
4) Disposal of surplus materials
2. Seeding
a. Measurement
l) Ivleasurement far this Item shall be by the square yard of Seed spread.
b. Payment
1) The work perfanned and materials furnished in accardancc with this Item
and measured as provided undei- "Measurement" will be paid for af the unit
price bid per square yard of Seed placed for various installation met}iods.
c. The price bid shall include:
1} Furnishing and placing ai1 Seed
2) Furnishing and applying water for seed fertilizer
3) Slurry and hydraulic mulcl�ing
4} Fertilizer
5) Watering and mowing (until established}
6) Disposal of surplus illaterials
3. Mowing
CITY OF FORT WORTH DFW Ai�potK Reclaimed Water IIeliveiy System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Pi•oject No. 020'_�
Revised Ju1y 22, 2013
32 g2 I 3 _ ?
H1'DROMULCHING. SE[DING AND SODDiNG
Page 2 of 7
1
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3
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5
6
7 1.3
8 1.4
9 IS
10 �.6
d. MeaSUI'eIllell�
]} Measurement for this Item shall per each.
b_ Payment
1} The work perforn�ed and materials fur-��ished in accordat�ce with this Item
and measured as provided under "Measurement" will be paid foi- at the unit
priee bid per each.
R�FERENCES [NOT USED]
ADMINISTRATIVE REQUIREMENTS [NOT USED]
ACTION SUBMITTALS [NOT USED]
INFORMATI4I�TAL SUBMIT"�'ALS
11 A. Seed
12 1. Vendors' certificatiot� tliat seeds rneet Texas State seed Iaw including:
13 a. Testing and labeling for pure live seed (PLS)
14 b. Name and type of seed
15 2. All seed shall be tested in a laboratory with certified results presented to the City
16 and DFW Airport in writing, prior to planting.
I7 3. All seed to be of the previous seasou's crop and tl�e date on the container shall be
18 within 12 montils of the seeding date.
19 1.7 CL(JSEOUT SLTBMITTAI.S [NO�' USED]
20 I.8 MAINTENANCE MATERIAL SUBMTI'TALS [NC?T USED]
21 1.9 Q1IlALITY ASSURANCE [_NOT LTSED]
22 1.10 DELNERY, STO1t�GE, AND HANDLING
23 A. Block Sad
24 1. Protect from exposure to wind, sun and freezing.
25 2. Keep stacked sod moist.
26 B. Seed
2� 1. If using native grass seed, seed must have been harvested within 104 m.iles of the
28 construction site.
29 2. Eac}i species of seed shall be supplied in a separate, labeled container far
30 acceptance by the City and DFW Airport.
37 C. Fertilizer
32 1. Provide fertilizer labeled with the analysis.
33 2. Conform to Texas fertilizer law.
34
35
36
37
1 • 1 ! • i1
.... �; �
► a. . �.� a , ��... ,�. �, �,
� ' i "•�1 � i
CITY OF FORT WORTH DFW Ai�po�t Reclaimed Water DelivcKy System Flushline
STANDARD CONSTTZUCI'ION SPLCIFICATION DOCUMENTS City ProjectNo. d2025
Revised July 22, 20l 3
32 �)2 l3 - i
EIYVROMULCI{[NG, SEL•DING AND SODDING
Pagc :i ��I ?
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4.5
l�i�►TlF���►7��� �►-'1 ' f �
A. Materials
1. Block Sad
a. Sad Varieties (match existing if applicable)
1) "Ste�lotapl�rum secu��datum" (St. Augustine gi-ass)
2} "Cyiiodon dactylan" (Common Bermudagrass)
3) "Bucliloe dactyloides" (Buffalagrass}
4) ari ap�1-oved hy�rid af Common Bermudagrass
5) or an approved Zoysiags ass
b. Sod must contain stolons, leaf blades, rhizomes and roots.
c. Sod shall be ali��e, healthy and free of insects, disease, stones, undesirable
foreign mate�•ials and weeds and grasses deleterious to its growth ar whicl2
inight affect its s�bsistence or hardiness when transpIanted.
d. Minimum sad tllickness: 3/4 inci�
e. Maximun� grass I�eiglit: 2 inches
f. Acceptable growing beds
1} St. Augustine grass sod: ciay or clay loarn tt>psoil
2) Bennuda grasses and zoysia grasses: sand o�� sandy loam soils
g. Dimensions
1} Machine cut to unifonn soil tl�ickness.
2) Sod s11a11 be af equal widtil and of a size that peinlits the sod to be lifted,
handled and rolled without breaking.
h. Broken or torn sad or sod with uneven ends shall be rejected.
2. Seed
a. General
1) Plant ali seed at rates based on pure live seed (PLS}
a) Pure T ive Seed (PLS} determined using tl�e formuia:
(1 } Yercent Purc Live Seed = Percent Purity x[(Percent Genni�aation +
Percet�r Finn �r Hard Seed) + 104]
2) Ava�ilability of Seed
a) Substitutian of individual seed types dzae to lack of a��ailability may he
pennitied by the City at the time of planting.
b) I�Totify the City prior ta hidding of difficulties locating certain species.
3) Weed seed
a} lvot exceed ten percent by weight of the totai of pure live seed (PLS)
and other material in the mixture
b) Seed not allou�ed:
(1) 3ohnsangrass
(2) Nutgrass seed
4) Harvest seed within I-year prior to planting
b. I�Ton-iiaiive Grass Seed
I) Plant between April 15 and September 10
Lbs. Common Name Botanical Name F?u; ity Gennination
1'LSiAcre (percent) (percent)
25 Bermuda (unhulled) cyl�oclo3r cluctylor� �{ y�
75 Bermuda (hulled) eynoclora dr�ctylorz 9S g�
2} Plant bet���ee�1 Septeinber 10 and April 15
CiTY OF FURT WORTH DFu' Aitport Reclaimed Water Bctivery System Plushline
STANB.ARD CO]*iSTRUCTION SPECIFiCATiON DOCL)ivlETviTS City Praject No. 02U25
Revised Julv 22, 20I3
3292 E3-4
HYBRQ'��1i�L£'HiNG. SEEIJI�G A'�Q SflDD1NG
Pttg� � aS�?
Lbs. Con�mon Name Botanical Nanie Purity Germinatian
PLS!Acre (percent) (percent)
220 Rye Grass lolium r�tulti�lori.rm 85 90 �
75 Bern�uda (unhulled} cy�aorlo�r dnctylnn R5 90
2
3
4
5
c. Native Grass Seed
I} Pla�lt between February 1 and October 1.
I..bs. PLS/Acre
l.6
5.5
3.7
17.0
1.8
4.5
b.0
8.0
1.2
1.8
6
7
8
9
la
21
12
13
14
15
16
i7
18
19
20
?�
22
23
24
25
?6
?�
28
F3''�
Co�n�non Name
Green Sprangletop
Sideoats Graina*
Little Bluestem*
Buffalagrass
Indian Grass*
Sand Lovegrass*
Big Bluestem
Eastern Grama
Blue Grama
Switchgrass
d. Wildflower Seed — Not AlIawed
Botanical Name
Leptochlon dubia
Boutelotra curtrpex�IctJa
Sclaizadr}n-icnn scoparifn��
&uchloe dnct��loides
Sorghastrum nutalas
Eragrostis triclrodes
.4ndroJ�ogon gei•ar•dii
Ti-ipscucum dacryloides
Bouteloua gracilis
Pu��icum i�irgatu�rl
e. Temporary Erosion Contral Seed
1) Consist of the sowing of cool season plant seeds.
3. Mulch
a. For use with canventianal mechanical or hydraulic pianting of seed.
b. Wood cellulase fiber produced from virgin wood or recycled paper-by-products
(waste products from paper mills or recycled Slewspaper}.
c. No grawth or germination inhibiting factors.
d. No more than ten percent moisture, air dry weight basis.
e. Additives: binder in powder form.
f. 1{orm a strong moisture retaining mat.
4. Fertilizer
a. Acceptable conditian for distribution
b. Applied unifo.rnZly over the planted area
c. Analysis
1 } 16-20-0
2} 16-$-8
d. Fertilizer rate:
1) Not required for wildflower seeding
2) Ne��ly estahlished seeding areas - 100 pounds af nitrogen per acre
3) Established seeding areas - 150 paunds of uitrogen per acre
5. Topsoil: See Section 32 91 19.
30 6. Water: clean alld free of industrial wastes or other substances harmful to the
31 germination af the seed or to the growth af the vegetation.
32 7. Soil Retention Blanket
33 a. "Curlex I" from An�erican Excelsior, 900 Ave. H East, Post Offce I3ox 5624,
34 Arlin�on, Texas 76001, 1-800-777-SOIL or approved equaL
C(TY OF FORT ��r'dRTH DF�� A�ipoil Reclaimed itJatc.�� Deli��eiy 5ystem Flrshiine
STAiv'DARD CONST'Rt)CTidN SpEC[FiCATiON I?OCUNf�N'7-S City P3��ject 3�Io. C�2025
Re��ised Juiy ?=, 2Q l �
329213-5
HYDROMUI.CHING, SEEBING AND SODDING
Pag� 5 ��i' 7
1
2 2.3 ACCESSOItiES �NOT USEI�]
3 2.4 Sf)g1RC'E �UALI`T Y�ON'I"I20L. (NOT USEI�j
4
5
6
7
8
9
l0
lI
12
13
I4
15
16
17
I8
19
20
21
22
23
24
25
26
27
?g
�g
30
31
32
33
34
35
36
37
3&
39
40
41
42
PART 3 - EXECdJTICiN [NOT USEDj
3.1 INSTALLEIZS [NOT USED�
3.2 EXA�Aii'IINA"I'ION (N4'T LJSEI}]
3.3 PREPARA'I'IQN
A. Surface Preparation: clear surface of all ii�aterial inciuding:
1. Stumps, stones, and ather objects Iarger than one inch.
2. Roots, bnish, wire, stakes, ete.
3. Any objects that may interfere with seeding or maintenance.
B. Tilling
1. Compacted areas: till 1 incll deep
2. Areas sloped greater tlian 3:1: run a tractor parallel to slope to provide less
seed/water run-off
3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees.
3.4 INS'I'ALI..ATIQN
�. Block Sodding
1. General
a. Place sad between curb and walk and on terraces that is the same type grass as
adjacent grass or existing lawn.
b. Plant between the average last freeze date in the spring and 6 weeks prior to the
average first freeze in the fall.
2. Installation
a. Plani sod spec'rfied after the area has been completed to the Iines and grades
shown oi� the Drawings with 6 inches of topsoil.
b. Use care to retain native soil on the roots of the sod during the process af
excavating, hauling and pianting.
c. Keep sod material maist from �l�e time it is dug until planted.
d. Place sod so that ihe eiitire area desi�lated for sodding is covered.
e. Fill voids Ieft in ihe solid sodding with additional sod and tamp.
f, Rall and tainp sod so that sod is in eomplete contaet with topsoil at a uniform
slope.
g. Peg sod with wooden pegs {or wire staple) driven through the sod block to the
firm earth iiz areas that may slide due to the height or slope of the surface or
nature of the soil.
3. Watering and Finishing
a. Furnish water as an ancillary cost to Contractar by means of temporary
metering / irrigation, ��ater truck ar by any ather method necessary to achieve
an acceptable stand of turf as defined in 3.13.B.
b. Thoroughly water sod immediately after planted.
a Water until established.
CI7`Y OF FORT WORTH DPW Aiipori Reclaimed Water Delivety System Plushlinc
STANllARD CONSTRUCTION SPECIFICA'tION DUCUMENT5 City Project No. 0?OZS
Revised July 22, 2013
329213-6
Nl'DROMULCHING, SEEDfNG AND SOdDING
Pagc G c�l�7
I
2
3
4
5
6
7
8
9
10
li
12
13
14
15
16
17
18
I9
30
?�
�2
23
24
25
?�
?�
�g<
?9
3Q
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
d. Generaily, an amou�}t of water that is equal to the average amount of raitlfall
plus I/2 inch per week should be applied until accepted. If app]icable, plant
large areas by irrigation zones to ensure areas are watered as soon as they are
planted.
B. Seeding
2.
3
�
�.7
General
a. Seed only those areas indicated an the Drawiz�gs and areas disturbed by
construction.
b. Mark each area to be seeded in the field prior to seeding for City and DFW
Airport approval.
Broadcast Seeding
a. Broadcast seed iY� 2 directions at rigl�t angles to each other.
b. I�arrow or rake lightly to cover seed.
c. Never cover seed with �nore soil than twice its diameter.
d. For wildflower pIanlings:
1) Sealp existing grasses to 1 inch
Z} Remove grass clippings, so seed can make contact witl� the soil.
Ivlechanically Seeding (Drilling):
a. Unifonnly distribute seed over the areas shown on the Drawings or as directed.
b. All varieties af seed and fertilizer inay be distributed at the same time provided
that each cou�ponent is uniformly applied at the specified rate.
c. Drill seed at a depth af 1i4 incl� to 3/8 inch utilizing a pasture or rangeland type
drill.
d. Drill on the contour of slapes
e. After planting roll with a roller integral to the seed drill, or a corrugated raller
of the "Cultipacker" type.
f. Roli slape areas on the contour.
Hydroinulcl�ing
a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
1) Mixture is uniformly suspended to form a l�oinogenous slurry.
2) Mixture forms a blotter-Iike ground cover impregnated unifonnly with
grass seed.
3) Mixture is appiied within 3011�inutes after placed in tlie equipment.
b. Placing
1) Unifarn�ly distribute in the quantity specified over thc areas shown on the
Drawings or as directed.
Fertilizing: uniformly apply fertilizer aver seeded area.
6. Watering
a. Furnish water by means of temporary metering / irrigation, water truck or by
any other method necessary to achieve an aeceptable stand of turf as defined in
3.13.B.
b. Water soil to a minimum depth of 4 inches within 48 hours of seeding.
c. Water as drrect by the City or I)�W Airport at Ieast twice daily for 14 days aiter
seeding in such a manner as to prevent washing of the slopes ar dislodgemenf
of the seed.
d. Water until fmal acceptance.
e. Generally, an amount of water that is equal to the average amoui�t of rainfall
plus 1/2 inch per week should be applied until accepted.
CITY dF FORT WORTH DFW Aiipott Reclaimed Water Delivery System Flushline
STANDARD CONS'I�RliCT10N SPECIFICATION DOCUMENTS Cit7� Project No. 02Q25
Revised July 22, 2Q73
32�1213-7
HYDROtvIULCH3NQ SEEDING At�lD SODDING
Pagc 7 0l'7
1 3.5 R.EPAIR/RFST�RA'I'ION (NOT USF,1D)
2 3.6 ItE-INSTALLATIOPJ (NOT US�D]
3 3.'7 FIELD QUALITY CONTROL [NOT USEDJ
4 3.8 SYSTEM S1'ARTUP jNOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.I0 CLEANANG [NOT USED]
7 3.21 CLOSEOUT ACTTVITIES
� 3.22 PROTEClIQN [NnT USEDJ
9 3.13 MAINT�NANCE
] 0 A. B1ock Sodding
11 l. Water and mow sod until completion and fnal acceptance of tl�e Project or as
12 directed by the City or DFW Airport.
13 2. Sod shall not be considered �nally accepted until the sod has started to peg down
14 (roots growing into the soii} and is fi•ee from dead blacks of sod.
15 B. Seeding
l6 1. Water and nlow sad until completion and final acceptance of the Pro}ect or as
17 directed by the City or DFW Aiiport.
1� 2. Maintaiii the seeded area until each of the following is achieved:
19 a. Vegetation is evenly distributed
20 b. Vegetation is free from bare areas
21 3. Turf will be accepted once fuIly established.
22 a. Seeded area must have 100 percent growth to a heigllt of 3 inches with 1 mow
23 cycle performed by the Contractor priar to consideratian of acceptance by the
24 City or DFW Airport.
ZS C. Rejection
26 1. City or DFW l�rrport may reject block sod or seeded area on the basis of weed
27 populations.
28 3.14 A'i"i`ACI�VVIENTS [NOT US.ED]
29 END OF SECTION
30
31
Revisian Log
DATE NAME SUMMARY OF CHANGE
i
C'ITY OF FORT 1i�'ORTH DFW Airport Reciaimed V+'ater Delivery System Flushiine
STANf3,4RB CO'�STRUC7'lON SPECIFICATION BOCLI�4ENTS Cin Pf�ojcct Nc. 62O��
Rcti-ised Juiy 22, �Oi?
33U510-I
UT�ILI`fY'T'RENCN EXCAVATION, EMB�DMENT, AND QAC'Kf�ILI.
Pagr I of 20
I
�
SECTION 33 OS 10
UTILITY TRENCH EXCAVATIC?N, EMBEDMENT AND BACKFILL
, . . �
�
5
6
7
8
9
10
11
12
13
14
IS
16
17
i8
19
20
21
22
23
24
25
?�
?7
?g
29
3U
31
32
33
34
35
36
37
3�
39
:�1,
I.l. SUNiMARY
A. Section Includes:
1. Excavation, Embedmeni and Backfill for:
a. Pressure Applications
I) Water Distribution or Transmission Main
2} Wastewater Force Main
3) Reclaimed Water Main
b_ Gravity Applications
1) Wastewater Gravity Mains
2) Storn� Sewer Fipe and Culverts
3} Stvnn Sewer Precast Box and Culverts
2. Including:
a. Excavation of all material encountered, including rock and unsuitable materiais
b. Disposal of excess unsuitable material
c. Site speeific trench safety
d. Pumping and dewatering
e. Embedment
£ Concrete encasement for utility lines
g. Backfiil
h. Compaction
B. Deviations from this City of F�rt ��Jorth Standard Specification
l. 1.6.B and 1.IO.B
C. Related Specification Sect.ions include, but are not necessarily lim.ited to:
1. Division 0— Bidding Requirements, Contract Farms, and Conditions of the
Contract
2. Division 1— General Requirements
3. Section 02 41 13 — Selective Site Demolition
4. Section OZ 41 15 — Paving Removal
5. Section {i2 41 14 — Utility RemovaUAbandonment
6. Section 03 30 00 — Cast-in-place Concrete
7. Sectian 03 34 13 — Controlled Low Strength Material(CLSM}
8_ Section 31 10 00 — Site Clearing
9. Section 31 25 00 — Erosiozl and Secliment Col�troi
10. Sectian 33 OS 26 — Utility Markers/Locators
11. Section 34 71 13 — Traffic Control
1.2 PI2ICE �'A �IlTT �'ROCED ES
A. Ivleasurement and Payn7ent
CITl' OF FORT �VORTF3 DFw' niTpoit Reclaimed VJater Deliveiy SYstein Flusliline
STANDARd CC3tVSTRUCTION SPECIFICATtON DOCUMENTS City Project No. p2025
Revised July 22. 2� l3
33 ()5 I ii - 2
UTILtTY TRENCH EXCAVA'i�iON, F1vi[3€=Dh1ENT, AND BACKEILL
Ptigc 2 oI Zi}
I l. Trencl� Excavation, EmbedmeT�t atid Backfill associated ��ritl� tl�e ii�stallatioii of aT�
% underground utility or eAeavation
3 a. Measurement
4 1} This Item is considered subsidiary tc� tl�e instaliation of the utility pipe lii�e
5 as designated in tl�e Drawings.
6 b. Payn�ent
7 1} Tlie work perfarmed and the materials furnished in acco��da��ce with tliis
8 Itei�i a�-e considered subsidiary ta tl�e instailation of tl�e utili#y pipe for the
9 type of embedmei�t and backfill as indicated an the plans. No otlier
IO com�ensatio�� will be aliowed.
I 1 2. I�nported Embedme��t or Backfill
12 a. Measureineiit
13 1) Measu��ed by tl�e cubic yard as delivered ta the site and recorded by truck
14 tieket provided to the City
15 b. Payz�ent
I b 1) linported fill sl�all only be paid ��17en usiaag i��aterials for embedment and
17 backfill other than thase identified in t1�e Drawings. The u�ork performed
18 and mate3-ials fui�iished in accordance witI� �re-bid icern ai�d �neasured as
19 provided u��der `�Measure»�e��t" �uiil be paid for at the unit priee bid per
20 cubic yard af "Imported E���bedanentlBackfill" delivered to the Site far:
21 a) Various embedment/backfill materials
22 c. The price bid sha11 include:
?3 1) Furnishing backiill or enabedment as specified by tllis Specification
24 2} Hauling ta the site
�5 3) Placement and compaction af backfill or embedment
26 3. Concrete Encaseznent far Utility Lines
27 a. Measurelnent
28 1) Measured by the cubic yard as delivered to the site and recorded by iruck
29 ticket provided to the City
30 b. Payment
31 1) The work performed�and materials furnislled in accardance with this Item
32 and measured as p�'ovicled under "Measurement" ���ill be paid for at i.i�e unit
33 p�-ice bid per cubic yard of "Co1�c�-ete Encasement for Utility Lines"
34 delivered to tl�e Site.
35 e. The price bid shall include:
36 1) Furnishing, hauling; plaeiz-�g azad finislu��g concrcte in accardance with
37 Sectioi� 03 30 00
38 2) Clean-up
34 4. Ground Water Control
4Q a. Nleasurement
41 1} Measurement shall be 1uz71p sum when a ground water eontrol plai� is
42 speeifically required by the Contract Dacun�ents.
43 b. Payment
44 1) Payinef�t sl�all be per the Iu�np sum price bfd for "Grour�d Watcr Control"
45 incIuding:
4E a} Subinittals
47 b) Additioiial Testinb
4& c) Ground water control system installation
49 d) Ground water control system operations and maintenance
CITY OF FORT �iiOR"3'H DF�N Aiipart Raclaimed R'ater Delivery System Fhishline
S7'ANI3AitD C4NSTRUCTi4`v SPECIFIC.ATIQN DOCl�MENTS City Praject No. 02025
Revise:� July 2=, 2013
330510-3
tiTILITY'1'RENCH EXCAVAT'ION, ER4BEDMENT, AND BACKPILL
Pagc 3 of 2{)
I e) Disposal of watez�
2 f) Renioval of ground water control system
3 5. Trench Sa%ty
4 a. Measuren�ent
5 1) iVleasured per linear foot of exeavatian foi• all trenches that require tre��c11
6 safety in accordanee wit1� OSHA excavation safety standards (29 CI�R Part
7 1926 Subpart P S�fety and HealtIi re�ulations for Constructian)
8 b. Payment
9 1) The work performed and materials furnished in accordanee with tliis Item
10 a�id measured as pi-ovided u��der "Measureaner�t" �vill be paid for at il�e u��it
11 price bid per linear foot of excavation to comply ��it13 OSHA excavatian
12 safety starldards (29 CFR Part 1926.650 Subpart P), iiicluding, but not
i3 limited to, aII submittals, labor and equipment.
14 1.3 � F`ERE�T�ES
I S A. Definitians
16 1. General — Defnitions used in this section are in accordance with Tenninologies
17 AST?vI F412 and ASTM D8 and Tenninology ASTM D653, unless otherwise
18 noted.
19 2. Definitions for trench widtl�, back.fill, e�n�edi7lent, initial hackfiIl, pipe zone,
20 haunclung bedding, sprin ;Iine, pipe zone and foundation are defined as sho�m in
2 i the following schematic:
1if':,; fi' �-� d � C
�,,: r.,�F:. .. ,_ia
�
I ^;! � Ir''ti
�___
�`,f�`' : ( :�_i..
r
I..il
s�
i�'� .;Y'��iil�ii;�..:�'IF-
�,_7 ,� F ,,;Yt,i-IIE;�t>
� BE:i:�?Er�yta
} �?U1!�'. ��0'V
;.
22 I
_�__ �
��
�
�XCA',�ATEC TRE'�;GH i�r'iDTH
�
��
�
W
�
�
�s;
f � rv,' �r' ,�_
li�' l«,...�i.i�i�.V
CITY OF FORT R�ORTH [�FW Aiip.xt Reclaimed ��'ater Delivezy Syste�n Flusl�Iinc
STAND.ARD CONSTRUCTION SPECIF7C;ATIQN DOCUMENTS Cit�- Yreject'�o. 0?Q25
Reviseci JuJy 22, 2013
33 OS 10 - 4
UT1L!"iY TKGNC'1{ EXCAVATION. CMIiCDMEN'1". AND C3ACKFILL
P<�gc 4 oI-20
1
?
3
4
5
6
7
8
9
10
11.
12
13
14
15
16
17
18
19
20
21
?2
23
24
?$
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
4I
Reference standards cited in tl�is Specification refer to the cutrent reference
standard published at the time of the latest revisior� date logged at tl�e end of this
Specificatioll, unless a date is specifically cited.
ASTM Standards:
a. ASTM C33-08 Standard Specifications for Concrete Aggregates
b. �STM C88-OS Soundness of Aggregate by Use of Sodium Sulfate or
1Vlagnesiuni Sulfate
c. ASTM C136-01 Test Method for Sieve Analysis af Fine and Coarse Aggregate
d. ASTM D448-08 Standard Classificatian for Sizes of Aggregate for Road and
Bridge Construction.
e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large-
Sizc Coarse Aggregate by AUrasion and I�llpact in the Los Angeles Machine
f. ASTM DS&8 — Standard Test method for Moisture-Density Relatians of Saii-
Cement Mixture
g. ASTM D698-Q7 Test Method for Laboratory Compaction Characteristics of
Soil Using Stand Lfforts (12,40d ft-lb/ft3 600 Kn-mIM3}}.
h. ASTM 1556 Standard i'est Methods for Density and Unit Weight of Soils in
Place by Sand Cone I�Tethod.
i. ASTM 2487 —10 Standard Classif cation of Soils for Engineel7ng Pur�oses
{Unified Soil Classificatian System)
j. ASTM 232I-09 Underground Installation of Tliermaplastic Pipe for Sewers
and Other Gravity-Flo«� Ap�lications
k. ASTM D2922 — Standard Test Metliods for Density of Sails and Soil
Aggregate in Place by Nuclear Methods (Shallow Depth)
1. ASTM 3Q17 - Standard Test Method for Water Content of Soil and Roek in
place by Nuclear Methods (Shallow Depth)
m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit
Weight of Soils and Calculations of Relative Density
3. OSHA
a. Caccupational Safety and Health Administration CFR 29, Part 1926-Safety
Regulations for Construction, Subpart P- Excavations
� , � •. � �,
43
44
45
4h
3. Deleterious matei-ials — Hannfiil maferials sucl� as clay lu�z�ps, silts and organic
rnaterial
4. Excavated Trencll Depth — Distance fi�om the surface to tl�e bottom of tlle bedding
or the trench foundation
5. I'inal I3ackfi1l Depth
a. Unpaved Areas —'The depth of tI�e final backfill measut-ed from tlle top of tlle
initial backtill to the surface
b. Paved Areas — Tl�e depth of the final backfill measured fi-otn the to� of the
initial backfill to botto�n of �ermaneiit or temporary paveiilent repair
B. Referei�ce Standards
1
2.
A. Coordiiiation
1. Utility Company Notiticatio�a
a. Notify area utility companies at least 48 hours in advance, e�cluding ��eekends
and holidays, before starting excavation.
CITY OF FORT WORTH DF1'J Aitpo�t Reclaimed Water Delivety System Flushline
STANDARD CONSTRUCTION SPECIFICA?ION DQCUMENTS City Pr�ject No. 02025
Re��ised July 22, 2013
33()$ 10-5
U71�ITY'1�RENCF{ EXCAVATION, EMBEDMEN"I�, AND BACKFILL
P.igc 5 of 2(1
1
2
3
4
5
6
7
8
b. Request the locatio�� of buried liiies and cables in the vicinity of tlie pl•oposed
work.
�3. Sequencing
1. Sequence work for each section of the pipe installed to complete the ernbedinent
and backfill placement on the day the pipe foundation is eomplete.
2. Sequence work such that proctors are cornplete in accordance with ASTM D698
prior to commencement of canstruction activities.
1.5 S�IBIVIIITTALB
9 A. Sub�nittals shall be iu accordance ��ith Section O1 33 00.
10 B. All submittals shall be approved by the City prior to constructian.
11 1.6 ACTION SUBMI'T'I'ALS/INF�RTViATI�IlTAL SiJBI1TITTALS
12
13
l4
15
16
l7
18
19
20
2 l.
22
23
24
25
26
��
2g
A. Shop Drawings
1. Provide detailed drawings and explariation for ground water and surface water
eontrol, if required.
2. Trench Safety Plan in accordance with Occupational Safety and Health
Administration CFR 29, Part 1926-Safety Regulations for Constructian, Subpart P-
Excavations
3. Stockpiled excavation and/or backfill material
a. Provide a description of the starage af the excavated inaterial only if the
Contract Documents do nat allow storage of materials in tl�e right-of-way of the
easeinent.
B. Imported Materials
1. Al] im�orted material shall be approved for use on DF�3J Airpart property by DFW
Environmental Affairs. Contractar shall submit an Imported M. aterial form for
approval prior ta bringing rnaterial on DFW property.
� . ! ' � 1
f Z ' : i
29 1.9 Q�;.4LITY ASSURANCE [:V07[' i�SF�]
30 1.1Q i}ELIVEit�', STO][�AGE, AllTD FIA'V�LING
31
32
33
34
35
36
37
38
39
40
41
A. Storage
1. Wi.thin Existing Rights-of-Way (ROW)
a. Spail, imported embedment and backfill materials may be stored within
existing ROW, easements or temporary construction easements, unless
specifically disallowed in the Contract Documents.
b. Do not block drainage ways, inlets or driveways.
c. Provide erosion contral in accordance with Section 31 25 00.
d_ Store materials only in areas barricaded as provided in the traffic control plans.
e. In non-paved areas, do not store material on tl-ie root zone of any trees or in
landscaped areas.
2. Designated Storage Areas
CITY QF FORT WORTH DFW Aia-poit Reclaimed Water Deli��e�y System Flushline
S't�ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo. 020?5
Revisc;d July 22, 2013
33OS IO-G
UTILITI' TRENCIi EXCAVATiON, £MBF,DMENT, AND BACKFILL
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c1. I��Il� �OI111'ZCi BUCU111�I115 Cj0 IIOt BI�O�V t�le Sf01'a�t;C d�S�OlIS, embedt�iei�t o7-
backfiil materials within the ROW, ease���ent or temporary construction
easement, ti�en secure and n�aintain an adequate stt�rage locatian.
b. Provide ai� affida��it that rigilts Ilave been secu�-ed ta stare tlie materials on
private property.
c. Pravide erosion corltral ii� accarda��ce «�ith Section 31 25 OQ.
d. Da not block dz-ait�age ways.
e. Only �naterials used for 1 working day will be allowed to be stored in the u�ork
zone.
B. Deliveries and I�aul-off - Coordinate all deliveries and haul-off witl� the City and DFVd
Airport. I�� no eases nlay material be remaved from DFW Airpart property. !�ny
excavated excess material shal] be taken to tl�e DFW airport soil starage site.
13 �.11 �`��;I,i7 (SI'1 �:] C�l�ti�I'I'IOI�TS
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A. Existing Conditior�s
Any data which has been or may be provided on subsurface conditions is not
intended as a re��resentatian Qr ��an-az�t�j of accuracy or coz�tinuit}I betureei� soiIs. It
is expressly understood that neitller the Cit}� nor the Engineer u�ill ve responsible
far interpretations or canclusions drawn there from by tl�e E;ontractor.
2. Data is made available for the coilvenience of the Contractor.
1 � i
fr,� �� i .1117r����� �1 iL�11 If_.i
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A. IVlaterials
i . Utilit�� Sand
a. Granuiar and free floi�ring
b. Genera115� meets or exceeds the limits an deleterious substances per Table 1 for
fine aggregate aeeording to ASTM C 33
c. Reasonably free af organic inateriai
d. Gradatioii:
Sieve Size Percent Retained
1 inch 0
3/8 inch 0-10
#40 20-60
#100 95
2. Crushed Rock
a. Durable crushed rock or recycled concrete
b. ;Vleets the gradation of AST?�� D448 size nuinbers 56, 57 or 67
c. May be �nwashed
d. Free from significant silt clay r�r unsuitable materials
e. Percentage of �vear not more than 40 percent per ASTM C131 or C535
f. I��ot �nore than a 12 percent ���aAi�laum loss when subjective to 5 c}�cles of
sodium sulfate soundness pe�- ASTM CSS
CITY UF FORT RjORTH DPVd ,�irpoft Reclaimed G'Jater• Deli�-ery Systei.� Ftushline
STANDARD CONSTP�UCTIQ'� SPECIFICATION DC>CUJvIENTS City Project 1�io. 0?625
Revised July 22, �0 i 3
33OS 10-7
Ufil.Il�Y i'ftL-:NCH EXCAVATiON, EMBEDMENT, AND i3ACKFILL
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3. Fil�e Crushed Rock
a. Durable cruslied rock
b. Meets tl�e gi•adatioil ai.�STM D448 size numbers 8 or 89
c. May be unwashed
d. Free from sigi�ificaut silt clay ar unsuitable materials.
e. Have a percei�tage of wear not mvre thau 40 percent per ASTM C 131 or C535
f: Not more than a 12 percent maximum loss when subjective to 5 cycles of
sodiun� sulfate sowidness per AST�vI C88
4, Ballast Stone
a. Stoi�e ranging from 3 inches to 6 incl�es in greatest dimension.
b. iVlay be unwaslied
c. Free from significant silt cIay or uiisuitable materials
d. Percentage of wear no# �nore t1�an 40 percent per ASTM C131 ar C535
e. Nat iizore tlian a 12 percent maximum loss «rhe�� subjected to 5 cycles of
sodium sulfate soundness per 4ST �VI C88
5. Acceptable Backfill Material
a. I�l-situ or i��ipc�rted soils classired as CL; CH, SC: or GC in accordanee witt�
AST��I D2487
b. Free fram deleterious inaterials, t��ulders over 6 inches i�l size and organics
c. Can be placed free from voids
d. IVlust have 20 percent passing the number 200 sieve
6. Blended Backfill Material
a. In-situ sails elassified as SP, SM, GP ar GM in aeeordance ��ith t�STM D2487
b. Blended witll in-situ or imported accepiable backfill material to meet ihe
requiretnents of an flcceptal3le Backf 11 Material
c. Free from deleterious materials, boulders aver 6 inches in size and organics
d. Must have 24 percent passing the number 200 sieve
7. Unacceptable Backfill ivFaterial
a. In-situ soils classitied as ML; MH, PT, OL cn- OH in accordance with ASTM
D2487
8. Select Fill
a. Classified as SC or CL in accardance with ASTM D2487
b. Liquid limit less than 35
c. Plastieity index bet�feen � and 20
9. Cemeni SYabilized Sand (CSS}
a. Sand
1} Shall be clean, dui-able sand meeting b ading requirements for �ne
aggregates of ASTM C33 and the followinb requirements:
a} Classified as SW, SP, or SM by tlle United Soil Classificati�n Systeul
of AS 1�M D2487
b) Deleterious materials
(1) Clay 3um�s, AS1�Ui C142, less ttzan 0.5 percent
(2) Lightweight pieces, ASTM C123, less than 5.0 percent
(3) Organic impurities, �STI�� C40, color no darker tilan standard
color
(4} Flastieity index of 4 or Iess «he2� tested in accordance with AS1'M
D4318.
b. ��ii�iu�lum of 4 percent cement content af Type UII portland cement
CITY OF FOft1' WORTH DFV,' .Airport Reclaimed Water Delivery S��stem Flusl�line
STAND,4RQ CON5TKUC"fION SPECIF1CATlOiv DOCUMEN'TS City Pr�ject Nc. t�2U25
Revised July 22, 2013
33O510-8
UTILITY'(RENCH EXC'AVA"iION, EMBEDM[N"1�, AND BACKFILL
Pagc 8 of 20
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c. Water
1) Patable water, free of soiis, acids, alkalis, c�rganic matter or ot��er
deleterious sul�stances, meeting rec�ui�-en�ents of ASTM C94
d. Mix in a stationary pug mill, ���ei�h-batcl� or continuous rnixing plant.
e. Strellgth
1} 50 to 150 psi compressive sireugth at 2 days in accordarlce ti��ith ASTM
D1F33, Metl�od A
2} 200 ta 25Q psi cc�t��pressive stre��gth at 28 days in accordance witl� AST:V1
D1633, Metl�od A
3} The n3axiz��un� compressive strengtll in 7 days shall be 400 psi. Backfi(1
that exceeds the maxi�num conlpressive strength shall be removed by the
Contractor for no additionai con�pensation.
f. Randoin sai�l�les af delivered product will be taken in tl�e field at po€��t af
delivery far each e�ay of �lacement in the work area. Speci�nens will be
prepared in accordance witl� ASTM D1632.
10. Cantrolled Low Strength Material (CZ,SIVI)
a. Conform to Section 03 34 13
21. Trencl� Ge�textile rabric
a. Soi1s other than ML or OH in accordance witl� ASTM D2487
1} Needle punch, nonwaven geatextile composed af polypropylene fibers
2} Fibers shall retain their relative position
3} I��ert to biologieal degradatian
4) Resist naturally occurring cheinicals
5) UV Resistani
6} Mirafi 140N by Tencate, or approved equal
b. Soils Classified as ML or Of� in accordance with ASTM D2487
1} Higll-tenacity monofilament polyprapylene woven yarn
2) Percent open area of 8 percent to 1 U percent
3) Fibers sl�all retain tlieir reIative position
�} I.��ert ta bialogical debradation
5) Resist natuxal.ly occurri��g chemicals
6} UV Resistant
7} Miraf FW402 by Tez�cate, or approved equal
# '� i : = 1� '�
� ,, R •� . �; � , • � ° �i; � � �
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38 3.� ��'i�Iilgit�.I i�l�
39 �. Verification of Conditions
40 1. Revie�T all known, identified ar n�arked utilities, whether public or private, prior to
4 I excavati.on.
42 2. Locate and protect aIl known, identified and marked utilities or underground
43 facilities as exca�Tation progresses.
CTl'Y OF FORi WOR?H DFW Aiipo:-t Reclaimed 1�'ater Deiivery System Flushline
STAiyDAItU CONSTRUC"F'ION SPECTFICATI�N DOCUhRENTS Citv Project No. 02025
IZevised 3uly 22,'_O1?
33t1510-�)
U"i'ILITY TRENCH EXCAVATION, EMB[:DMEN'1', AND BACKFILL
Pagc 9 of20
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3. I��otify all utility owners within tlie project ]iti�its 4�i ilours prior to l�eginning
excavation.
4. The infonnation and data sliown in the Dr-awiligs witll respect to utilities is
approxiinate and based on record ii�farn�atian or o�i physical appurtenances
observed within tlle I3roject limits.
5. Caordinate with tlie Ownei•(s) of underground facilities.
6. Immediately notify any utility owner of damages to underground facilities resulting
from construction activities.
7. Repair any damages resulting fram the construction activities.
B. Notify the City immediately of any changed condition that impacts excavation azld
installatioi� of ihe proposed utility.
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A. Protection of I�i-Place Conditions
1. Pavement
a. Canduct activities in such a��ay that does not dalnage existing pavemelit that is
desib ated to remain.
1} Where desired to inove equipment not licensed for operation on public
roads or across pavement, provide means to protect the pavement from all
damage.
b. Repair or replace any paveinent damaged due to the negligence of the
contractor outside the limits designated for pavement removal at no additianal
cost ta the City.
2. Drainage
a. Maintain positive drainage during construction and re-establish drainage for aIl
swales and culverts affected by construction.
3. Trees
a. When operating outside of existing ROW, stake permanent and telnporary
canstructian easements.
b. Restrict all constructian activities to the designated easements and ROW.
c. Flag and protect all trees designated to remain in accordance with Section 31 10
00.
d. Conduct excavation, embedment and backfill in a n�anner sucll that tllere is no
damage to the tree canapy.
e. Prune or trim tree limbs as specifically allowed by tlle Drawings or as
specifically allowcd by the City.
1) Pruniilg or trimming may only be accolnplished with eguipments
specifically desimaed for tree pruning or triinn�ing.
f. Remove trees specifically designated to be removed in the Drawings in
accordance with Section 31 10 00.
4. Above ground Structures
a. Protect all above ground stnzctures adjacent to the constnzction.
b. Remove above ground structures designated for remaval in the Drawings in
accordance with Sectian 02 41 13
S. 'I'raffic
a. Maintain existing traffic, except as madified by the traffic control plan, and in
accordance with Section 34 7l 13.
CITY OF FOKT Vr'ORTH llFW Aiipoi�t Reclaimed VJate�- Delivery System Flushline
STANDARD CONSTKUCTtON SPECIFICI�TiON DOCUM�NTS Ciry Pr�iect No. 02025
Revised July 22, 20I3
i3 (i5 I{)- Il)
Ull[.l il''I KIiN('1{ I:XC'�1V/�"I�ION. [:MBFDMf_N-l�. ANf� l3AC'KPII._I_
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6. Traffic Signal — Poles, Mast AI-ms, I'till boxes, Detector loops
a. Notify the City's Traffic Services Division a minimum of 48 hours prior to auy
excavation that could impaet the operations of an existing traffic signal.
b. Prot�ect all traffic signa] �oles, mast arl��s, pull boxes, traffic cal�inets, concluit
and cietector Joops.
c. Immediately notify tIie City's Traftic Services Division if an}� damage acctn�s ta
any component of the traffic signal due to tl�e contractors activities.
d. Repair any dama�e to tlle traffic sigr�al poles, mast arms, pull t�axes, tr-aftc
cabinets, conduit and detector loops as a result of the eonstruction activities.
7. Fences
a. Protect atl fences designated to remain.
b. Leave fe��ee in the equal or better condition as prior to colistruction.
Do not hlock access !o drive���ays or alleys for extended ��eriods �f tinie unless:
i} Alternative access h�ts been provided
2) Proper natification has been provicled to tl3e prapei-ly o��fner or resident
3) It is specifically allo�red in tlie traflic control plau
Use traffic i-ated plates to maintain access untiI access is i•estored.
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A. Excavation
E�cavate fo a deptli iz�dicated on the Dra��ings.
2. Trench excavations are defined as unclassified. No additional payment shall be
granted for rock or other in-situ materials encouniered ill the trencl�.
3. �xcavate to a width sufficient for laying the pipe in accordance witIi the Drawings
and bracing in accordance u�ith che Excavation Safety Plan.
4. The bottom of the etcavation sI1a11 be firm and fi-ee from standing watea-.
a. Natify the C�ity immediately if tlze watei- and/or the i��-situ soils do not provide
for a firm trench bottom.
b. The City will detennine if any changes are requrred iii the pipe foundation or
beddin�.
5. Unless otherwise permitted by the Drawings or by the City, the limits of the
eacavation sliall not advailce beyond the pipe placement so that the trench inay be
baelcfilled ui the same day.
6. Over Eacavation
a. Fill over excavated areas with the specified bedding material as specif ed far
the specific pipe to be installed.
b. Na additional paytnent will be made for over excavatioil or additional bedding
material.
7. Unacceptable Backfill Materials
a. Itl-situ soils classified as unacceptable backfill material shall be separated from
accepiaUle backfill materials.
b. If the unacceptable backfill material is to be blended in accordance �jitl� tllis
Specificati�n, then store inaterial in a suitable locatiotl until the material is
blended.
c. Ren�ove all unaceeptaUJe material from the �roject site that is l�ot intended to be
blended ar modified.
CI?Y OF FORT WORTH DF\�1 Airport Reclaimed 1�✓ater Delivet�� System Flusiiline
S'1-ANDARD CONSTRUCTION SPECIFICATfON DOCUn9L-NTS Ciry Prc�iect No. 02025
Revised .luly'2, 2013
33 05 10 - 1 1
UTII.ITY TR�NCH [�XCAVAl'(ON, f:MEiEDMFNi�, AND BACKPILL
Pag� I I nf 20
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8. Rock — No additional coanpensation will be paid for rock excavation or other
challged field conditions.
B. Shoring, Sheeting and Bracing
1. Engage a Liceiised Professional Engineer in the State of Texas to design a site
specific excavatiaT� safety systein in accordance with Federal and State
requirements.
2. Excavatian protection systezns shall be designed according to tiie space lili�itatians
as indicated in the Drawings.
3. Furnish, put in �-�lace and maintain a trench safety system in accordance with the
Excavatian Safety Plan aud required by Federal, State or local safety requirements.
4. If soil or water conditions are encountered that are not addressed by the current
Excavation Safety Plan, engage a Licensed Professional Engineer in tlle State of
Texas to ri�oclify the Excavation Safety Plan and provide a revised submittal to tlie
City.
5. Do not aIlowf sail, or water containing soil, to migrate tl�rougl� the Excavation
Safety System in sufficient quantities to adversely affect the suitability of the
Excavation Protection System. Movable bracing, shoring plates ar trench boxes
used to suppc>rt tl-te sides of the trench excavatioia sl7all not:
a. Disturb the embedment located in the pipe zone or lower
b. Alter the pipe's Iine and grade after the Excavation Protection System is
removed
e. Comproulise the campaction c�f tlie e7nbedment located below the spring line of
the pipe and in the haunclung
C. VJater Cantrol
1. Surface Water
a. Funiish all materials and equipment and perform all incidenial wark required to
direct surface water away fram the excavation.
2. Graund Vijater
a. Furnish all materials and equipment to dewater ground ��ater by a methad
which preserves the undisturl�ed state of the subgrade soils.
b. Do not allow the pipe to be submerged wiihin 24 hours after placement.
c. Do not allaw water to flow over conerete until it has sufficiently cured.
d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water
Control P1an if any of the follawing conditions are encountered:
1) A Ground Water Control Plan is specifically required by the Contract
Documenis
2) If in the sole judgment of the City, ground water is so severe that an
�ngineered Ground Water ContrQl Flan is required to pratect the trench ar
the installaiion of the pipe which may include:
a) Ground water levels in the trench are unable to be maintained belaw
the top of the bedding
b) A firm trench bottom cannot be maintained due ta ground water
c) Ground water entering the excavatiozl undernlines the stability of the
excavation.
d) GraL�nd �Tater entering the excavation is transporting unacceptable
quantities of sails througl� the Exeavation Safefy System.
CITY OF FORT WORTH DFW Ai�port Reciaimed Water Dclivery System FlushJinc
STANDARDCQNSTRUCTIdN SPF..CiFICATION DOCUMEN"IS CityProjectNo.02025
Revised 7uly 22, �013
33 OS 10 - 12
UTIL!"i'1' "i'RCNCH EXCAVA'1'ION, GMQEDMC:N"1�, AND BAC'K�tLL
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e. In tlie event that tllei-e is no bid item for a Ground Water Control and the City
requires aii Engineered Growld Water Control Plan due to conditions
discovered at the site, the contractor will be eligible to submit a change order.
f. Control of grotal�d water shall be considered subsidiary to the excavation whei�:
1) No Grout�d Water Control Plan is specificaIly identified and required in the
Contract Documents
g. Ground Water Control Plan installation, operation and maintenance
1) Furnish all materials and equipine��t necessary to implement, operate and
ir►aintain tl�e Ground Water Control Plan.
2} Once the excavation is caniplete, remove all ground water control
equipment a�ot called to be incorporated i�lto the work.
l�. Water Disposal
1} Dispase of �round water in accordance wit11 City poliey or Ordinance.
2) Do not discharge ground water onto or across private property �;�ithout
written perniissron.
3} Pennission from the City is required prioi- to disposal into the Sanitary
Sewer.
4) Disposal shall not violate any Federal, State or local regulations.
D. Embedment and Pipe Placement
1. Water Lines less than, or equal to, 12 inches in diameter:
a. "l�he entire embedment zone shall be of unifonn nlaterial.
b. Utility sand shall be generally used for en�bedment.
c. If graund water is in sufficient quantity to cause sand to pump, tlien use
ct-ushed rock as embedment.
1) If crushed rock is not specifically identified in the Cantract Dacuments,
ihen crushed rock shall be paid by the pre-bid unit price.
d. Place evenly spread bedding material an a firm trench bottom.
e. Provide tml, uniform bedding.
f. Place pipe on the bedding in accc�rdance with the ali�mient of the Drawings.
g. In no case sl�all the t�p of the pipe be less than 42 inches from the surface of the
proposed grade, unless specifically called for in the Drawings.
h. Place embedment, including initial backfill, to a minimum of 6 inches, but not
more tllan 12 inches, above the pipe.
i. Where gate valves are present, the initial backfill shall extend to C ulches above
the elevation of the valve nut.
j. Forni all blockizlg against undisturbed trench wall to the dimensions in tl�e
Drawings.
k. Compact embedment and initial baekfill.
l. Place marker tape on top of �lie initial trench baekfill in accordance with
Section 33 OS 26.
2. Water Lines lb-inches thro�gh 24-inclles in diameter:
a_ The eirtire ernbedment zone shall be of uniform il7aterial.
b. Utility sand may be used for en�bedment when the excavated trench depth is
less than 15 feet deep.
c. Czushed rock or fine crushed rock shall be used for embedment for e�cavated
trench depths 15 feet, or greater.
d. Crushed rock shall be used for e�nbedn�ent for steel pipe.
e. Provide trench �eotextile fabric at any location ��here crushed rock or fine
crushed rock come into coiitaet with utility sand
CTTY OF FORT WORTH DFW Auport Reelaimed Wate�� Delivcry System Flushline
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projcct No. 02025
Rc��Ised Juty 22, 2013
3305 IO- 13
UTILITY 7'RENCH CXCAVA'i'ION, LMIiLDMFN"1', AND EAC'KF1LL
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Place even(y spread bedding material an a firm trenc}i bottom.
Provide firin, utliform bedditig.
]} Additional beddin� may be required if�ground water is present iu tl�e
trenc�i.
2} If adciitional crushed roek is required not speeifieally identified iil the
Contract Documents, then crushed rock sl�all be paid by the pre-bid unit
�rice.
Place pipe on tlle Uedd'ulg accordin� ta tlie aligmnent shown oil tlle Drawings.
The pipe line shall be within:
1) f3 inches of the elevation on the Drawings for 16-i�ich and 24-inch water
lines
Place aud compact embedment mater'ral to adequately support haunches in
accordance with the pipe manufacturer's recommendations.
Place remaining embedment including initial backfili to a minilnum of 6 inclies,
but not more than 12 inches, above the pipe.
Where gate valves are present, the initial backfiil shall extend to up to the valve
nut.
Gompact the embedment and initial backfill ta 95 percent Stiandard Proctor
1�STM D 698.
Density test may be performed by City to verify that the compaction ol
embedment meets requirernents.
Place trench geotextile fabric on top o�the initial backfill.
Place marker tape on top of the trench geotextile fabric in accordance with
Section 33 OS 26.
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3. Wa#ei• Lines 30-inches and greater in dian�eter
a. The entire embedinent zone shall be af unifor�n material_
b. Crushed rock shall be used for embedment.
c. Provide trench geotextile fabric at any location where crushed rock or �ne
cruslied rock come into cont:act with utility sand.
d. Place evenly spread bedding material on a fir�n trezlch bottam.
e. Provide firm, uniform bedding.
1} Additional bedding may be required if ground uTater is present in the
trench.
2) If additional crus}ied rock is required wluch is not specifically identified in
the Contract Documents, tl�en crushed rock shall be paid by the pre-bid unit
price.
f. Place pipe on the bedding accordiug to the alignmeilt shown on the Drawulgs.
g. The pipe line shall be within:
1) �1 inch af the elevation on the Drawings for 30-inch and lar;er water lines
h. Place and compact embedment material to adequately support haunches in
accordance with the pipe lnanufacturer's recommendatians.
i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall
not exceed the spring line prior to conzpaction.
j. Place reinaining embedinent, including initial backfill, ta a minimum of 6
inches, but not more than 12 inches, above the pipe.
k. Where gate valves are present; the initial backfill shall eAtend ta u� to the valve
nut.
1. Compact the embedment and initial backfill to 95 percent Sta�idard Practor
ASTM D b98.
CITY OF FORT WORTH DFW Aiiport Reciaimed Water Delivery System Flusl�line
STANDARD CONSTRUCTiON SPLClPICATION DOCLIMENTS City Pr�iect Na 02025
Revised July 22, 2�13
33U510-14
UT[LiTY TRENC'H GXC'AVAI�ION, f:MHL'DMFNT, AND BACKFILL
Pagc 14 of2t?
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m. Density test may be performed by City to verify that the compaction of
embedment meets requirements.
n. Place trench geotextiie fabric on top of tlie ii�itial bac�fill.
o. Place marker tape on top of the tre�lch geatextile fabric in accordanee with
Section 33 OS 26.
4. Sanitary Sewer Lines and Stonn Sewer Lines (HDPE)
a. The entire embedinent zo��e shall be of uniform material.
b. Crushed rock s1�a11 be used for embedment.
c. Place evenly spread bedding materiai on a finn trencli bottam.
d. Spread beddiz�g so that tines and grades are maintained and that there are na
sags in the sanitaiy sewer �ipe line.
e. Pro��ide firnl, unifonn bedding.
1) Additional bedding may be required if ground water is preselit in ti�e
trench.
2) If additional crushed rock is required which is not specifically identified in
the Contract Documents, tlien crushed rock shall be �aid by tlze pre-bid unit
f.
g�
h.
i.
J�
k.
1.
an.
n.
price.
Place pipe on the bedding aecording to the ali�runent shown in the Drawings.
The pipe line shall be witllir� =0. I inches of the elevation, and be cor�sistent
uTith the grade sho�m on the Drawings.
Place and compact embedment material to adequately support Iiaunclies in
accordance with the pipe manufactui•er's recommendations.
For sewer lines greaier than 30 inches in diameter, the embedment lift shall not
exceed the spriilg line prior to coi�lpaction.
Place remaining embedment ineluding initial backfill to a minimum of 6 inches,
but not more than 12 inches, above the pipe.
Coznpact the embedment and initial backfill to 95 percent Standard Proctor
t�STM D 698.
Density test may he performed by City to verify that the compactian of
embedinent meets requirements_
Place trez�ch geotextile fabric on top of the initial backfill.
Place marker tape �n top of the treileh geotextile fabric in aecordance with
Section 33 OS 26.
5. Storm Se�uer (RCF)
a. The bedding and the pipe zone up to the spring line shall be of uniform
material.
b. Crushed Y•ock sha11 be used for embedment up to the spring line.
c. The specified backfill material inay be used above the spring line.
d. Place evenly spread bedding material on a finn trench bottom.
e. Spread bedding so that lines and grades are maintained and that there are no
sags in the storm sewer pipe line.
f. Provide firni, uniform bedding.
1} Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is not specifcally identified in
the Contract Documents, theu crushed rock shall be paid by the pre-bid unit
price.
�. Place pipe on the bedding according to the alignment of the Drawings.
CITY OF FORT WQRTH DFW Airpoi2 Reclaimed VJater Delive�y System Flusltline
S7'ANDARD COhSTRLCTION SPECIFICATION DOCUMENTS City Project No. 020�5
Revised July 22, 2013
33 os �u - is
U�1'ILII'Y "t'RFNCH [XCAVATfON, EME3EDMENT, AND I3AC'KE�ILf.
Pagc I S of 2G
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h. T��e �3i��e line shall be within �0.1 i�lches of the elevation, and be consistent
with the grade, sho��n on the Drawin�;s.
i. Flace embedment material up to tl�e spring line.
1) Place eml�edment to ensure that adequate support is obtained in the hauneh.
j. Compact tl�e embedmeiit and initial backfill to 95 percent Standard Proctor
IASTM D 698.
k. Density test may be pei•forn�ed by City to verify that tlle compaction of
embedment meets requirements.
1. Place trench geotextile fabric on top of pipe and crushed rock.
6. Stonn Sewer .Reinforced Concrete Box
a. Crushed rock shaU be used for bedding.
b. The pipe zone and the initial backfill shall �e:
1) Crushed rock, or
2) Accepiable backfill material compacted to 95 percent Standard Proctor
density
c. Place evenIy spread coii�pacted bedding material on a finn trench bottom.
d. Spread t�edding so that lules and brades are maintained ai�d that tl�ere are no
sags in the stonn sewer pipe line.
e. Provide f rn�, uniform bedding.
l} Additional bedding may be required if ground water is present in the
trench.
2) If additional crushed rock is required which is not specifieally ideiltified in
the Contract Documents, then crusl�ed rock shall be paid by the pre-bid unit
f
�
h
�.
price.
Fill tlle annular space between multiple boxes ���ith crushed rock, CLSM
according ta 03 34 l3.
Place pipe on the bedding according to tl�e alignment of tl�e Drawings.
The pipe shail be within f0.1 inches af the elevation, and be consistent with the
grade, shown o� the Drawings.
Compact the embedment initial backfill ta 95 percent Standard Proctor ASTM
D698.
7. Water Services (Less than 2 Inches in Diameter)
a. The entire embedment zone shall be of uniform materiai.
b. Utility sand shall be gellerally used for emhedment.
c. Place evenly spread bedding nlaterial on a�rm trench bottom.
d. Pravide fiim, uniform beddinb.
e. Place pipe on the bedding accordin� to the alignment of the Plans.
f. Compact the initial backfill to 95 percent Standaa-d Proctor ASTM D698.
8. Sanitary Sewer Services
a. The entire embedment zone shali be of unifornl material.
b. Crushed rock shall be used far elnbedment.
c. Place evenly spread bedding material on a�rm trelieh bottom.
d. Spread bedding so that lines and grades are maintained and that there are no
sags in the sanitary sewer pipe line.
e. Provide firm, uniform bedding.
1) Additional bedding may be required if ground water is present in the
trench.
CITY OF FORT WORTH DF�V Airpori Reclaimed VJater Ueli��ery System Flushline
STANDARD CUNSTRUCTION SPECIFICATION DUCUMEN7'S City Yraject No. 02025
Revised July 22, 2013
33p510-IG
UTiLITY'TRENC'H EXCAVATtON, EMSEDMENT, AND BACKI=ILL
Pagc I G of'20
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3$
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f.
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2) If additiaiial crusl�ed rock is required which is not specifically identified ii1
the Contract Documents, then cf-ushed rock sl�all be paid by the pre-bid unit
�rice.
Place �ipe on the bedding according to the align�i�ent af the Drawiugs.
Place remaining embedment, including initial backfill, to a minimum of 6
inctles, but not more tl�ai� 12 inches, above tlie pipe_
Coinpact the initial backfill to 95 percent Standard Proctar ASTM D698.
Density test nlay be required to verify that the conlpactioil meets the de��sity
requirements.
E. Trench Backfill
1. At a minimurn, place backfill in such a rnanner tliat t]Ie required in-place density
al�d moisture content is obtained, and so that there will be i�o dan�age to the surface,
pavement or structures due to any trench settle7nent or trench mavement.
a. Meeting the requirement herein does not relieve tIle respoalsibility io darnages
associated with the Work.
2. Backfill Material
a. Final backf il deptl� less than 15 feet
1) Backfill witl�:
a) Acceptable backfill material
b) Blended backfill material, or
c) Select backfill materiai, CSS; or C'LSM when specifically required
b. liinal backfill depth 15 feet or greater: (under pavemeiit or future pavement)
1) Backfill depth from 0 ta15 feet deep
a) Backfili with:
(1) Acceptable backfill fnaterial
(2) Blended backfill anaterial, or
(3) Select backfill material, CSS, or CLSM when specifically rec�uired
2} Backfill depth from 15 feet and greater
a) Backfill with:
(1 } Select Fill
(2) CSS, or
(3) CLSM when specifically required
c. Final backfill depth 15 feet or greater: (not u�lder pavement ar future pavement)
1) Backiill witl�:
a) Acceptable backf 11 material, ar
b} Blended backfill material
d. Back�ll %r service iines:
1} Backfill for water or sewer sernice rines shall be the same as the
requiremeni of the �nain that the service is connected to.
3. Required Campaction and Density
a. Final backfill (depths less than I S feet)
I) Coinpact acceptable backfill material, blended backfili material or select
backfill to a minimum of 95 percent Standard Proctor per A.STM D698 at
moisture content within -2 to +5 percent of the optimum moi sture.
2} CSS or CLSM requires no compaction.
b. Final backfill (depths 15 feet and greater/under existing or future pave�nent}
1) C�mpact select backfill ta a minimum of 98 percent Standard Proctor per
ASTM D 698 at moisture content withui -2 to +5 percent of the optimum
moisture.
C1TY �F FORT WOI27'H DFW Aiiport Reclaimed V+'ater Deliv��y System Pluslilioe
STAA',DARD CONSTRUCTION SPECIFICATION DOCU��tEI�TS CiTy Project No. 0'_025
Revised July 22, 2013
330i 10-17
UTIL(TY TRENC'H EXCAVATION, EMBGDM�NT, ANU [3At'KFILL
Pagc I 7 nf 20
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2) CSS at' CLSM requi►•es no cotnpaction.
c. Final backfill {depths 15 feet and greater/not under existing oz- future pavei�lent)
I) Coi��pact acceptable backfill material blended backfill material, or select
backfill to a minimum of 95 percent Standard Practor per ASTM D 69S at
moisture eontent within -2 to +S pe��cent af the o��timum moisture.
4. Saturated Soils
a. If in-situ soiis consistently demonstrate tl�at they are greater tliail5 percent over
opti�num moisture content, tlie soils are considered saturated.
b. Flooding tl�e trencl� or water jetting is strictly pi•oliibited.
c. If saturated soils are identified in the Drawings ar Geotecluiical Report in the
Appendix, Contractor shall praceed witll Work foliowing all backfilI
procedures autlined in the Drawings for areas of soil saturation greater than 5
percent.
d. If saturated soils are encouniered during Work but not identifed in Drawings o1-
Geotechiiical Report in the Appendix:
1) The Contractor sl�all:
a) Immediately iiatify the City.
b) Submit a Cantract Claim for Extra Work associated with direction from
City.
2) The City shall:
a) Investigate soils and deterniine if Work ca�l praceed in the identified
location.
b) Direct the Contractor of changed backfill proeedrues associated with
the saturated soils that may inelude:
(1) Imported backfill
(2) A site specific baekfill dasign
5. Placement of Backfill
a. Use only compaction equipment specifically designed for cornpaction of a
particuIar soil type and within the space and deptih limitation experienced in the
trench.
b. Flooding the trench or water setting is strictly prohibited.
c. Place in loose lifts not to exceed 12 inches.
d. Compact to speeified densities.
e. Com�act oniy on top of initial backfill, undisturbed trench or previausly
coznpacted backfill.
f. Remove any loose materials due to the movement of any trench box or shoring
or due io sloughing of the trench wall.
g. Iusiall appropriate tracking balls for water and sanitaz}� seiuer trenches in
accardance with Section 33 OS 26.
6. Backfill Means and Metbods Deinonstratian
a. Notify the City in writing with s�fficient tiuie for the City to obtain samples
and perform standard proctor test in accoxdance with ASTM D698.
b. The results of the standard proctor test niust be received prior to begimling
excavation.
e. Up�n commencing af backfill plaeement for the project t11e Cantractor shall
demoustrate ineans and metl�ods to obtain the required densities.
d. Demonstrate Means and Methods for compaction includinb:
1) Depth of lifts for backfill which sha11 not e�ceed 12 inches
2} Method of z��oisture control for excessively dry or wet backfill
C11'Y �F FOR7' WORT'}i DFVr' Ai�port Reclaimed Water Delivery System Flushiine
STANDARD CONSTRUCTI4N SPEC]P[CATION DOC'UR4EN"I'S City Proiect Nc�. 02025
Revised July 22, 2013
33OSI0-Ib
UTILITI' TRENC'H EXCAVAT{ON, EM6EDM�NT, AND [3ACKPtLL
Pagc I R o1'20
1
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3) Placement and movinb trench box, if used
4} Campaction tecl�niques in an open trencl�
5} Campaction techniques around structure
e. Provide a testing trench box io provide access to the reeently backfilled
materiai.
f. TI�e City will provide a qualified testing lab fcall Tin1e during this period to
randomly test density and moisture continent.
1} The testing lah wiII provide results as availabie on tl�e job site.
7. Varying Ground Conditions
a. Notify the City of varyit�g graund conditions and the need for additional
proctors.
b. Request additional proctors w11en soil eonditions cIlange.
c. The City may acquire additionaI proctors at its discretion.
d. Significant chai�ges in soii conditions will i-equire ai� additioxial Mea��s and
Methods demonstration.
lb 3.5 Y�IPA�R [1�OT USEDj
, ' • ! �''
; � • � ''•':
19
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A. Field Tests and Inspections
1. Proctors
a. The City will perfonn Proctors in accordance with AS'I'M D69�.
b. Test results will generalIy i�e available to within 4 calendar days and distributed
to:
1) Contractor
2) City Proj ect Manager
3} City Inspector
4) Engineer
c. Notify the City if tl7e characteristic of ihe soil changes.
d. City will perform new proctors for varying sails:
1) When indicated in the geotecllnical investi ;ation in the Appendix
2) If iiotified by the Cantractor
3) At the convenience of the City
e. Trenches where different soil types are present at different depths, the proctors
shall be based on the znixture of those soils.
2. Density Testing of t3ackfill
a. De�7sity Tests shall be in confannance with ASTM D2922.
b. Provide a testing trench protection for trench depths in excess of 5 feet.
c. Flace, Inove and renlove testin� trench protectian as necessary to facilitate all
test conducted by the City.
d. For final backfill depths less than 1 S feet and trenches of any depth not under
existing or future pavement:
1) The City will perform density Testing twice per working day when
backfllinb operations are being conducted.
2j The testing lab sha11 take a zninimum of 3 density tests of the current lift in
the available treneh.
e. For final. backfill depths 15 feet and greater deep and under existing or fizture
pavement:
CITY OF FQRT WORTI-1 DFW Aiipori Reclaimed Wa[er Deliveiy System Flushline
STANDARD CONSTRUCTIQN SPECIPICATION DOCUR�ENTS City Project No. 02025
Revised July 32, 2013
33 OS i(i - l9
UTILI"l'Y "i'RSNCH FXCAVATION, EMBFUMFNT, AND E3.ACKFILL
Pa�r I9 of 20
1 1} The City wiI1 perfol7n de��sity testirlg t�uice per «orking day �rl�eri
2 back�lling operations are being canciucted.
���� � 3 2) Tlle testii�g Iab sl�all take a�i�inimu�n of 3 density tests oftlle curz•ent lift in
4 the available trer�ch.
5 3) The testing lab will ren�ain onsite sufficient ti��ie to test 2 additional lifts.
6 f. Make the excavation available for testing.
7 g. The Ci2y will detennine tlle Iocatio�l of the test.
- 8 h. '£'l�e City testing lab will provide results to Contracto�- and the �ity's Inspector
9 upon completion of the testiiig.
IO i. A forinal repart ���ill be posted to the Cit}J's Buzzsaw site witi�in 4� hours.
11 j. Test reports sI1a11 include:
12 1} Location of test by statiol� �lumber
13 2) Time and date of test
14 3} Depth af testing
IS 4) I�ield inoisture
16 5} Dry del�sity
17 6) Proctar idezitifier
18 7) Percent Proctor De7�sity
19 3. Density of Embedment
20 a. Storns sewer boxes that are en�bedded witll acceptable backfill material,
21 blended backfill matel�ial, cement modified backfill material o�- select materiai
22 u�ill follow the same testing procedure as backfill.
23 b. Tl�e City �nay test fine crusl�ed rock ar crushed rock embedinent in accordance
24 with ASTIv1 D2922 or ASTM 1556.
25 B. Non-Confarming Work
26 1. All non-con£onz7ing work shall be removed and replaced.
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 r�JUSTING [N()T USEllj
29 3.10 CLEANING [NOT USED]
30 3.11 CL�SEOUT ACTIVITIES [NOT USEI3]
31 3.12 PROTECTION [NOT USED]
32 3.13 MAINTENANCE [NOT USED]
33 3.14 ATTACHMFNTS [NOT US�D]
34 END OF SECTION
35
Revision Log
D�1TE ?�IAME SUiVIM�Y O�' CHANG�
I.2 — Added Item for Cvncrete Encasetnent fvr titi [ity Lines
]2I20I2012 D..lohnst�n Various Sections—Revised De,pttlsta Include IS' and greater
3.3.I3 — Additionai nates for pavement pratecti«n and positive drainage.
CITY OF FORT 1'JORTH DrW Ai�pofl Rsclaimed i�'ater Uelivery System Fiushline
STANDARD CONSTRUCTION SPECTPICATt�JN DOCUMETdTS C�iry Pioject No. 0?J25
Revised ,lui} 22, 2013
33 Q> I tl - _U
U"i']LI-i'l�"{'RI:NCH EXC'AV>>TIO`�, Ei�)IIEL���if:NT. AND BAt'KI�iLL_
Pacc =t� n1'�U
3 G.C.2 — ftti<icci ��cc�uircmcnts fi27r bs�ckii!] oi�scr�-icc iines.
3.�.E.S — �lddcd It�nguagc ��rol�ibiEi�ig tl�x�ding of�C�•cnch
CiTY O� 7={3RT S'Jdi�"l f3 DFti�' r+.i3pori Re�{ain�ed 1Vater Delivery S;��ten-� �iush(ine
STANDARiI Ci?NSTEZUCTIO:N SPEC'IFiCATiE7� i�OCL'1vIEN?S Cin� Projet;t No. 02025
Revised July 2', 2013
� � �
GC-4.04 Underground �'acilities
GC-6.Ob.D Minority and Women Owned Business Enterprise Compliance
GC-6_07 Vdage Rates
GC-6.09 �'ermits anc3 Utilfties
GR-Ol 60 00 Product Requirements
A DFW Environmental Affairs Importation Authorization Farm
B �ieneral Notes
CI`i1' OF F�R'i' «r`QRTId bF�u Aix-�ort Rrcl�imed �vate�- Bcli��ery Systezr� Fh�slzline
5TAUD.��RI1�C?NSTRL�C"i'30\ SPECiT�ICA`iIQN Dt"�CLei�9Ei�i'S City Pi�?jrct �t�. f??t1?5
Rc��aseci Sulv 1. 2C1i 1
�C-4.04 Underground Facilities
THIS PAGE LEFT INTENTIUNALLY BLANK
CTTY OF FQKT WL)RTH DFVV� Airport Rcclaimed ivatrr Deii�ery System Flushline
STA:^tDARD GOi3STRUC`fION SPECiFICA'TiON DOCiTNfE�'TS City Prt>jcct �vo, 02025
RcWiscti July 1, 20I I
GC-6.06.D Minority and Women Uwned Business
Enterprise Compliance
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WOKTH DFW Airport Reclaimed water Delivery System F1ushIine
STAl`'DARD CONS1'RUCTION SPECiFICATION DOCUMENTS City Project No. 02025
Revised July 1, 2011
FC? P.T �f� RT H
�"�''`� City of Fort Worth
Minority Business Enterprise Specifications
. , • • •- : �� �
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the tatal dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicab(e.
PULICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT G{3ALS
The City's MB� goal on this project is � 2
°10 Of th8 tOt81 bld (Base bid applies to Parks and Community Services).
Note: [f b�th !VlBE and S8E subcaniracting goals are established for this project, then an Offeror must
suismit bc�tFt a lVfBE lltiiization F�rm and a SBE U�ilization Form to be rleemed responsive.
COMPLIANCE TO B1D SPECIFICATIONS
On City contracts greater than $50,OQQ where a MBE subcontracting goal is applied, bidders are required to comply
with the inte�t of the City's Business Diversity Enterprise Ordinance by one af the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documenfs must be received by the Managing Qepartment, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in
person to the appropriate employee of the managing department and "obtain a`date/time receipt. Such receipt shall be
evidence that the Ciry`recei�ed the documentation in the time allocated. A faxed copywill not be accepted_
1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid
met or exceeded: o enin date, exclusive of the bid o enin date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization Form, if participation is less than apening date, exclusive of the bid opening date.
stated oa1:
3. Good Faith �fi�rt �nd Subcontractor received by 5:00 p.m., five (5) City business days after the bid
Utilization form, i# no M8E partici Gt:on: o enin date, exclusive of the bid o enin date.
4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid
erForm all subcontractin /supp(ier work: openin date, exclusive of the bid o enin date.
5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid
to met or exceed oal. openin date, exclusive of the bid openin date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DNERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BED BEING CONSIDERED NON-RESPONSIVE TO SPEClFICATIONS
Any qu�st4ons, pf�ase eor�tact the fYI/tN�� �ffice at (817} 212-2&74.
Rev. S/30/12
ATTACHMENT tA
Page 1 of 4
FoRT WoRTH city of Fort wortn
MBE Subcontractors/Suppliers Utilization Form
PR1ME COMPANY NAME: Check applicable block to describe prime
PROJECT NAME:
MlUV/DSE NON-N1/NUDBE
DFW Airport Reclaimed Water Delivery System Flushline BID DATE —
City's MBE Project Goal: Prime's MBE Project Commitrnent: PROJECT NUMBER
12 0�0 0�0 02025
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) lis#ed 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 specificafions
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Markeiplace is the geographic area of Tarrant Dallas Denion 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 1 St tier, a payment by a subcontractor to
its supplier is considered 2�d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means thase 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 nan-MBEs, including owner-operators, but wif( only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5l30/12
FC}Rfi��''OR'I'H ATTACHMENT 1A
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 iisted first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's S8E certification if they have not previously registered with the City's MNVBE O�ce, 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
Company Name i Subcontracting Supplies Dollar Amount
Address e M W S M Work Purchased
Telephone/Fax � g e B B
E E E E
�I��
�❑�■
�❑�
��
�❑�
�❑�
(
Rev. 5l30/12
�t�fi'i��QR"I'H
ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs wil! be counted to meet an MBE oal.
Attach N
NCTRCA Certificate °
SUBCON'fRACTOR/SUPPUER T � Detai( Detail
Company tVame i Subcontracting Supplies Doilar Amount
Address e M W S M Work Purchased
Tefephone/Fax � B B g B
E E E E
� �
� �
� �
� �
� �
❑ a
Rev. 5l30/12
Fo�z��'�o�;�rH
ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers $
Total Dallar Amount of Non-MBE Subcontractors/Suppliers $
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS �
The Contractor wiil not make additions, deletions, or subs#itutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o
Change/Addifion form. Any unjustified change or deletion shali 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 ihe
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 subcontractars, 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 #he 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 Federal, State or �ocal 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 debarmen# from participating in City work for a period of time not less than one (1) year.
Authorized Signature
Tit1e
Company Name
Address
Printed Signature
ontact NamelTitle (if different)
Telephone and/or Fax
E-mail Address
City/State/Zip Date
Rev. 5/30/12
F��T �(�RTH
_..._�,,,,��W�✓,.__._.
City of Fort Worth
Prim� Ccrntractor Waiver Form
ATTACHMENT 1 B
Page 1 of 1
PRIME COMPANY NAME: Check applicable block to describe prime
PROJECT NAME: MMI/DBE NON-M/lWDBE
DFW Airport Reclaimed Water Delivery System Flushline $ID DATE
City's MBE Project Goal: Prime's MBE Project CommiVnent: PROJECT NUMBER
12 0�0 °�p 02025
If both answers to this form are YES, do not complete ATfACNMENT 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 1 C. This form is oniy applicable if ho�h answers are yes.
Failure to complete this form in its entirety and be received by the Manaainq Department on or before
5:00 p.m., five t5) Citv business days after bid openinq, exclusive of the bid opening date, will result in the
bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? YES
ff yes, please provide a detaifed 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 yau perform this entire contract without suppliers? YES
If yes, p}ease 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 wark performed by all subcontractors, including MBE(s) on this contract, the payment therefore
and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder 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 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 Local
laws concerning false 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
Tit1e
Company Name
Address
City/State/Zip
Printed Signature
Contact Name {if different�
Phone Number Fax Number
Email Address
Date
Rev. 5l30/12
ATTACHMENT 1C
Page 1 of 3
F+C�►RT V�O►RTH
.�------ Gity of Fort Worth
1�1 : _ • s . _ t __ � � �t •
PRIME COMPANY NAME: Check applicabte block to describe prime
PROJEGT IYAME:
MNUlDBE N4N-M!lWdBE
DFW Airport Reclaimed Water Delivery System Flushline B�D DATE —
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
12 0�0 0�0 02025
If #he Offeror did not mee# or exceed the MBE subcontracting goal for this project, the Offeror must complete this
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 correctty and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentionat 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 it being submitted to and
received by the Managing Department on or before 5:00 p.m. five (5} City business days after bid opening,
exctusive of bid opening date, will resuit in the bid being considered non-responsive to bid specifications.
1.) Please fist 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 all 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. 5/3d/12
ATTACHMENT 1C
Page 2 of 3
2.) Obtain a current {not more than two (2) months old from the bid open date) list of MBE subcontractors
and/or suppliers from the City's M/WBE Office or the City's website.
Yes
No
Date of Listing
3.) Did you solicit bids from MBE iirms, within the subcontracting and/or supplier areas previously listed,
at feast ten calendar days prior to bid opening by mait, exclusive of the day the bids are opened?
❑ Yes (If yes, attach MBE mail 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 and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Y8S (If yes, attach list to include name of MBE firm, ep rson 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
opened?
�Yes
� �
(If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or "undetiverable confirmation"
documentation may render the GFE non-responsive.)
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously tisted,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
�_Yes
�_No
(If yes, attach emai! confirmation to include name of MBE firtn, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the
GFE non- responsive.)
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at feast two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
�Yes
_�No
8.} Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
Yes
No
Rev. 5/30/12
ATTACHMENT 1C
Page 3 of 3
9. Did yau prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
Y@S (if yes, attach all copies of quotations.)
No
10. Was the contact information on any of the listings not valid?
Y@S (If yes, attach the information that was not valid in order for the M/WBE O�ce to address the corrections
needed.)
_�No
11.}Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected 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.
Ptease use additional sheefs, if necessa , and a#tach.
Com an Name Tele hone Cc�ntact Person Sco e of Wark Reason far Re"ection
ADDITIONAL INFORMATION:
Ptease provide additional information you feet will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror furEher agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on #his contrac#, 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 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 �ocal laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
Rev. 5/30/12
ATTACHMENT '! C
Page4of3
contracf 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.
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) lis#ed in Attachment 1C will be
contacted and the reasons for not using them will be verifred by the City's M1WBE
Office.
Authorized Signature
Title
Printed Signaiure
Cantact Name and Title (if different)
Company Name Phone Number Fax Number
Ad d ress
City/State/Zip
Email Address
Date
Rev. 5/30/12
Joint Venture
Page 1 of 3
F�►RT Wt�►RTH
��'`� CITY OF FORT WC}RTH
IYI�E Joint Ve�ture Eligibiiitv F�rm
Al/ r�uesfions nrust be Rrrswere�f; rrse "N/A"if iaot applicab/e.
-- Name of City project: DFW Airport Reclaimed Water Delivery System Ffushline
A joint venture fonn must be completed on eacl� projeci
RFPBid/Purchasing Number: �2p2S
1. Joint venture information:
Joint Venture Name;
,Toint V�iiture Ad�lress:
��%nPPlicat>I�)
T`ele�l�one: T=�csui�il�: E-n»il addre�s�.
Gelluiar.
Identify the firms that comprise the joint venture: ,
Please atfach extra sheefs if additional space is required to provrde defailed explanations of work fo be performed by each firm comp�ising the
bint venttrre
14�i3�E fiir��i Non-&4fiBE firm
n:ime: namc•
Bttsine.s .addre�s: Iiusincss r�dclr��s:
City, State, Zip: C'ity�. Saaic:. Zip:
Tei4pftnne Facsuiiile E-znstii Ted��iron� Faesimilc
C�llula�r CGili�l.�a•
Cer�ki�cn#ion Ststtus: E-mail address
Name of Certifying Agency:
2. �co e of �vork erformed b�� the Jaint Venture:
Describe the sco e of work of the MBE: I3escrfbe the sco e of work of the nan-NiBE:
Rev. 5/30/12
Joint 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 goai?
4. Attach a copy of the joint venture agreement.
'rJ. �,ast eeamponents of ownershi� of jaint venture: (Do rrvt comp(ele iJ�tlrrs rrt%armntio�r is r(escriber( i�t jor�i! verrlu��e ag1•eerr�eirO
I�
Profit and loss sharing: '
�
Capital contributions, including
equipment:
�
Other applicable ownership interests:
6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
{to include Accouni Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
c. Hiring and Firing of inanagement
personneI
d. Purchasing of major equip�nent
andlor supplies
Supervision of field operations
The City's Minority and Women Business En#erprise Office will review your joint venture submission and
will have final approval of the MBE 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 dollar
amounts/percentages change from the originaliy approved information, then the participants must inform the City's
MNVBE O{fice immediafely for approval. Ar�y unjustified change or deletion shall be a material 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 e3of2
A�FIDAVIT
The undersigned affirms that the foregoing statemelits are tnie and correct and include all material information
necessary to identify and explain the tenns and operation of the joint venture. Furtliercnore, the undersigned shall
agree to provide to the joint venture the stated scope of� work, decision-making responsibilities and payments
herein.
The City aiso reserves the right to request any additiorial irifor�nation deetned necessary to detennine if tl�e joint
�renture is eligible. Failure to cooperate and/or provide requested infarnlatioi� within the time specified is grounds
for terminaiion of the eligibility process.
The undersigned agree to permit audits, interviews witl� owners ai�d examination of the books, records and files
of the joint venture by any autllorized representatives of the City of Fort Worth. Failure to coinply «litll this
provision shall result in the termination of any contract, whicly may be awarded undei• the provisions of this joint
venture's eligibility and may initiate action under Fedet•al, State and/or Local laws/ordinances concerning false
statements or willful misrepresentation of facts.
— _ ___._�____ __�___�--------____.____-------_______.__________-----_________�___________.._
Name of MBE fii7n Namc of non-MBE tinn
Printed Na�ne af Owner Printcd Name of Owner
Signature of Owner Signature of�Owner
Printed Name of O�vner Printed Name of Owner
5ignatm•e of Owner Signature of Owner
Title Tifle
Date Date
NOtal'iZafi0I1
State of
On this
day of
County of
20 , before me appeared
aud
to me personally known and who, being duly sworn, did execute the foregoing aff davii and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Puhlic
Print Name
Notary Public
Signature
Commission Expires �
(sea!)
Rev. 5130/12
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIUNALLY BLANK
Ci f`Y OF FORT 1�VOR`I'H IIFW Airpnrt Reclauned u�acer Belavcry System Fius}iline
STAT�DARD CO�ISTRCBC7"IQN SFECIF[GAfi[�N DOCUMEI�fT5 City Praject Na. 42025
ttevised July I, 2�11 I
V/t�/ of FQrt Wi�i�th, Teira$
Mayor and Council Communication
COUNCIL ACTION: Appraved on 7/8/2a08
pe,ys�n�r
DA�E: Tuesday, July O8, 2008
LOG NAME: 3QWAGE RATES REFERENCE NO.: '�'G-16190
SUBJECT:
Adopt 2008 Preva�ling Wage Rates for City-Awarded Public-Works Projects
� ���
RECOMMENDATION:
It is recommended that the City Council adapt the attached 2008 Prevailing Wage Rates for City-awarded
public warks projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works
shail determine the general prevailing rate of per diem wages for each craft or type of worker needed to
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Assvciation of
Builders and Contractors {ABC} and the American Sub-Contractors Association (ASA), conducts a wage
rate survey for No�th Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from
#hat survey.
FISCAL INFORMATION/CERTIFICATIQN:
The Finance Director certifies that this action will have no material effect on City funds.
TO Fund/AccountlCeniers
FROM Fund/Account/Centers
SubmittQd for Citv Managgr's Q�ce by•
Originating Deaartment Head:
Additionaf Infarmafian Con�acf:
Fernando Costa (8476}
A. Douglas Rademaker {6157}
Eric Bundy (7598)
DFW Airport Reclaimed Water Delivery System Flushline
City Project No. 02025
HEAVY & HIGHWAY CONSTRUCTION
PREVAILING WAGE RA.TES 2048
Asphalt Distributor Opet
Asphalt Paving Machine
AsvhaJt Ralcer
Asphalt Shoveler
Batching Plant Weigher
Broom ar Sweeper Oper�
Bulldozer Operator
Concrete Finisher, Structures
Concrete Paving Cwbing Machine
Concrete Paving Finishing Machin
Concrete Paving Joint Sealer Oper
Concrete paving Saw Operator
Concrete Paving Spreader Operato
Concrete Rubher
Crane, Clamshell, Backhoe, Denic
Form Buiider/Setter, S
Form Seiier, Paving &
Foundation Drill Oper
Faundation Drill Oper�
Front End Loader Ope
Laborer, Common
Laborer, Utility
Mechanic
Miltin� Machine Oper
Mixer Operator
Motor orader Operato
Motor Grader Operato
Oiler
Yainter, Struch�res
Pavement Markin� M�
Crawler Mounted
�r, Fine Grade
Fine Grade
Reinforcing Sieei Setter, Paving
Reinforcing Steel Setter, Sf�ucture
Roller Operator, Pneumatic, Self-1
Roller Operator, Steel Wheel, Flat
RoIler Qperator, Steel Whee[, Piar.
Slin Form Machine Os�erator
Spreader Box Opera4or
Tractor Operator, Crawler T;
Tractor Operatar, Pneumatic
Truck Driver, Single Axle, Heavy
Truck Driver, Single Axle, Light
Truck Driver, Tandem Axle, Semi=
Truck Driver, Transit-Mix
Wagon Drill, Borin�Machine, Post
Welder
Work Zane Barricade Servicer
Shovel
Pavement
$ l O.Ob
$ I 3.99
$ l 2.78
$I 1.01
$ 8.86
$I4.15
� 9.88
$ i 3.22
$12.80
$i2.85
$13.27
$12.00
$13.63
$ l 2.50
$13.56
�I4.50
�10.61
$D4.12
$18. I2
$ 8.43
$ l l ,63
$11.83
$13.67
$16.30
$ I2.62
$ 9.i8
�10,65
$ ] 6.97
$11.83
$11.58
$15.20
$1Q.50
$I4.98
$13.17
�IQ.04
$11.04
$14.86
$ ! 6.29
$>>,a�
$10.92
$11.28
$11.42
$12.32
$12.33
$10.92
$ l 2,64
�12.91
$12A3
$ i 4.93
$l 1.47
$] 09I
$11.75
$12.08
$14.40
� 13.57
$ l 0.09
DFW Airport Reclaimed Water Delivery System Flushiine
City Project No. 02025
AC Mechanic
AC Mechanic
15tone Mason
lStone Mason
Concrete Farm Bultder
Drywalt Methanic
Etxtrician Helper
EtectronSc Teshnician
Electronic Technician
Floor Layer (Resi(ient;
ftoor Layer Helper
Gtazier
Gtazier Helper
IRsulator
Insu(ator Helper
Laborer Common
Laborer Skilled
Lather
Painter
Painter Nelaer
Ptasterer
PlasCerer
200$ PREVAILING WAGE RATES
CONSTRUC710N JNDUSTRY
521.69 Plumber
$52.00 Ptumber Helper
$15.24 Reinforcin SteelSetter
$19.12 Roafer
$10.10 Roofer Helper
546,23 Sheet Metat Worker
$�1.91 Sheet Metat Worker HelpF
$13.49 5 rinkler 5 tem Instalter
$13.12 S rinkler 5 stem instalier
S14.62 Steel Worker Structural
$90.91 Concrete Pum
Crane, Ctamsheet, Backhc
513.Q9 Shovet
$9.00 Forklift
520.20 �rontEnd Loader
$14.43 Truck Drlver
519.86 WeEder
$12.U0 Wetder Helper
520.OU
$13.OQ
518.00
513.00
$14.78
$11.25
510.27
$13.18
$16.14
$54.83
$8. �
$18.85
$12.83
$17.25
512.25
$1 A.94
510.00
514.00
S1Q.v0
516.9b
$12.31
sis.oa
517.43
52D.50
597.7b
$'f 2.63
514.5Q
514.91
596.06
59.75
DFW AirpoR Reclaimed Water Delivery System Flushline
Ciry Project No. 02025
GC-6.09 Permits and Utilities
TH:IS P.AGE LEFT INTENTIONALLY BLANK
CfTY 4F FORT WdRTH DFW Airg4zt Reclainxcad a�ater Delivety Sysiem Flushlin�
STr1I1iAARD CONST[tL1C7[Uid SPECIFTCATION DC7Ci3ivSEa'�71'S Czty Projeca Tva 02025
BevisedJuly 1,2flll
,,
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- �
� DFt�+I`:f;n'tern:�t�oria:l'�fAi%port
___ _ _ _ __ ____ _ __ .� __� ._ �_ . _ �., ___ ._ �, � � � - _ - -
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G;ael:e�om�Jia�ce�b�parir�risrif �
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P.b:=Bb�r;���0:08
. ��?!!�A,r�fl`tt, %X 7525'i
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CIT`Y OF FE712T WORTEi DFW Airport Reclaimed watcr I3elivery System FIushiine
STANBARD C4NSTIZUCTIQN SF'ECfF'ICATTO'_�l DOCUMENTS City Proj�i No. 02025
Revised July i, 2011
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CITY C3P FORT WORTH BF1� Ait�or[ Rec':auned watc� L}clivery Systam Flushlinc
STA°VDARD CONSTRUCTIOi� SPECIFICATtON Z}OCUhiENTS City Praject No. 62025
Revised J��Iy 7, 20I i
Environmental Affairs
Dallas/Fort Worth International Airport
Environmental Affairs Department
Importation Authorization
Date: Construction Application No.:
Request for: Importation of Material
Project Name:
Type of Material:
(i.e. topsoil, engineered fill material, rock, crushed stone, sand, CTB, mulch)
Amount of imported Material: Amount of Exported Material:
Analytical Test Resuits (attached): {minimum one sample per 50 cu yds)
Rock and pea gravel screening results: (Screening required per load/truck)
Exported Soil Location: Import Soil/Material Vendor
Name:
Address:
City/State:
Applicant's Signature: Date:
(Contractor, PM, CM)
*PI��s� �tt�ch � c�rra -�� tFs� ct`r�tr��# st��;�:if`r��ti��� reea�ir�n i�-n�c�rt�t's�r�=
DFW Environmental AfFairs Department Approval
(VP Environmental AfFairs or Manager, Env. Operations)
Date:
August 2010
Appendix B— CFW General Notes
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STAI�I)ARD C01�:STRL�C°TIti1� SPEC'IFI�ATIC)t� LJC�C13Aq Gi��"I'S C`ity P�titjcct i'�;U. t72t125
Rc��iscd Ju6v 1. ?41 !
Genea-ai Notes
Divisfon 41— Generat Requirements
General:
1. The Contractor shall be responsible for locating all utilities, whether public or private, prior to
excavatian. The information and data shown with respect to existing underground facilities at or
contiguous to the site is approximate and based on information furnished by the owners of such
underground facilities or on physical appurtenances observed in the field. The City and Engineer
shall not be responsibie for the accuracy or completeness of any such information or data. The
Contractor sha11 have full responsibility for reviewing and checking all such information or data,
for locating all underground facilities, for coordination of the work with the owners af such
underb ound facilities during construction and for the safety and protection thereof and repairing
any damage thereto resulting from the Work. This Work shall be considered as a subsidiary item
of Work, the cost of whieh shall be included in the price bid in the Proposal far various bid items.
The Contractor shall notify any affected owners (utility companies) or agencies in writing at least
48 hours prior to construction.
a. Notify TEXAS 811 (1-800-DIG-TESS or www.texas811.org) to locate existing utilities
prior to construction.
b. Caution! Buried electric Iines may exist along this project. Contact electrical providers 48
hours prior to excavation :
• Company Representative X�=XXX-.Y��C
• Company Representatzve X�'Y-���Y
• Company Representative X�I'X-��'Y
c. Caution! Buried gas lines may exist along this project. Contact �gas com�any� 48 hours
prior to excavation, and within two (2) hours of encountering a gas line (Representative 's
Name: �I�X-XXX-��
d. Caution! Buried communication cables may exist along this project. Contact
communication companies 48 hours prior to excavation:
• Company Representative h����0i�'
• Campany Representative ���
• Company Representative � h�1� �
e. Caution! When doing work within 200 feet of any signalized intersection, the Contractar
shall notify Traffic Management Division of City of Fort Worth T/PW, 72 hours prior ta
excavation (Representative's Name: �I�X��XX}. The Cantractor shall protect
existing signal hardware, ground boxes, detection loops, and underground conduit at
signalized intersections. Any damages at signalized intersections shall be replaced at the
expense of the Contractor. The Contractor sha11 contact the City at 817-392-5100 to
perform conduit line Iocates at signalized intersections '72 hours prior to commencing
work at the intersection.
f. The Contractor shall notify the City of Fort Worth Froject Manager 48 hours prior to the
start of any excavation (Pra�Ect Manager's Name: h�Y-� �i�
2. Coniraetor's personnel shall have identifying clothing, hats or badges at all times which identify
the Contractor's name, logo or company.
3. Protect concrete curb and gutter, driveways, and sidewalks that are not designated for removal.
Removal anc3 replacement of these iterns shall be as designated in the drawings.
DFW Airport Reclaimed Water Delivery System Flushline
City Project No. 02025
Division 32 — Exterior Impravements
General:
l. At locations where the curb and gutter are to be replaced, the Contractor shall assume all
responsibility fflr the re-establishment of existing street and gutter grades. Establishment of
grades shall be considered as a subsidiary item af Work, the cost of which shall be included in the
price bid in the Proposal for various bid items.
2. All driveways, which are open cut, shall have at least a temporary driving surface at the end af
each day. The temporary surface 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.
Bike Lanes and Shared Pavement Markings:
1. Proposed bike lanes should maintain a minimum effective width of 4 feet (measured from edge of
gutter to center of stripe).
2. Bicycle pavement markings should be located 20 feet from the curb return, stop bar, or cross walk
(whichever is applicable) unless denoted otherwise in the drawings.
3. Combined width of bike lane and on-street parking should not be less than 13 feet.
4_ If travel lane is �reater than 14 feet wide, shared pavement markings shail be placed 4 feet from
face of curb or edge of on-street parking (whichever is applicable).
5. If travel lane is less than or equal to 14 feet wide, shared pavement markings sha11 be placed in
the middle of the travel lane.
3. Bike Iane symbol, arrow, and shared pavement markings should be repeated at the beginning af
each intersection.
4. On uninterrupted sections of roadway, bike lane symbol and arrow should not be spaced more
than 330 feet apart and shared pavement markings should not be spaced more than 250 feet apart.
5. Bike lane symbol, arrow, and shared pavement markings should not be placed at private
driveways or public intersections.
6. Bike lane striping should be 4 inches solid white, hot-applied thermoplastic unless specified
otherwise in the drawings. All other bike lane pavement markings shall also be white, hot applied
thermoplastic unless otherwise specified in the drawings.
7. All dimensions are from face of curb and are to center of the pavement marking.
8. Shared pavement markings should not be used on facilities with a posted speed greater than 35
mph.
Sidewalks and Curb Ramps:
1. The curb ramp standard details are intended to show typical layouts for the construction of the
curb ramps. The information shown on the standard details meet the requirements shown in the
"2012 Texas Accessibility Standards" (TAS) and the "2010 ADA Standards for Accessible
Desi�" by the Department of Justice_
2. City of Fort Worth Standard Details are only intended to indicate pay limits for each type of
ramp, the Engineer is responsible for the development and design of the sidewalk and curb ramp
layout, including actual dimensions and slope percentages.
3. The Contractor may not rr�ake changes to the sidewalk and curb ramp layout without approval of
the City. The Contractor may propose changes to the sidewalk and curb ramp layout due to field
conditions, but any proposed changes must be approved by the City_
4. Curb ramp ruiuzing slopes shall not he steeper than 8.3% {12:1}. Adjust curb ramp length or
grade af approach sidewalks as directed by the City.
5. Curb ramp flare slopes shall not be steeper than 10% (10:1) as measured along back of curb.
6. Maximum allowable cross slope on sidewalk and curb ramp surfaces is 2%.
7. The minimum width of sidewalks and curb ramps shall be 4 feet.
DFW Airport Reclaimed Water Delivery System Flushline
City Project No. 02025
8. Landings shall be provided at the top af cwb ramps. The landing clear length shall be 5 feet
minimum from the end of ramp. The landing clear width shall be at least as wide as the curb
ramp, excluding flares. The landing shall have a maximum slope of 2% in any direction.
9. In alterations where there is no landing at the tap of the curb ramp, curb ramp flares shall be
provided and shall not be steeper than 8.3% (12:1}.
10. Where tuming is required, maneuvering space at the top and bottom of curb ramps shall be 5 feet
by 5 feet minimum. The space at the bottom shall be wholly contained within the crosswalk
markings and shall not project into vehicular traffic lanes.
1 l. Curb ramps with returned curbs may be used only where pedestrians would normally walk across
the ramp, either because ihe adjacent surface is planting or other non-walking surface or because
the side approach is substantially obstructed.
12. Where curb ramps are provided, crosswalk markings shaIl be required and ramps shall be aligned
with the crosswalk.
13. Counter slapes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall
not be sieeper than 5% (20:1) in any direction.
DFW Airport Reclaimed 1�'ater Delivery System Flushline
City Project No. 02025
Division 33 - Utilities
General:
1. Por utility work within utility easements, once pipe or appurtenances have been installed or
rehabilitated, immediately comrnence temporary surface restoration. Complete surface restoration
to the owner's satisfaction within seven (7) days of work finishing on-site. Failure to maintain
surface restoration, as noted above, may result in suspension of work until restoration is
complete.
2. Existing vertical deflections and pipe slopes shown on the drawings are approximate and have not
been �eld verified, unless otherwise noted. Rim elevations, flow lines, and horizontal locations of
existing manholes were deternuned from field survey. If field conditions vary from those shown
on drawings Contractor shall notify City.
3. Maintain all existing water and sewer connections to customers in working order at all times,
except for brief interruptions in service for water and sewer services to be reinstated. In no case
shall services be allowed to remain out of service overnight.
4. Establish and maintain a trench safety system in accardance with the excavation safety plan and
Federal, State or local safety requirements.
5. Provide and follow approved Confined Space Entry Program in accordance with OSHA
requirements. Confined Spaces shall include manholes and all other confined spaces in
accordance with OSHA's Permit required for Confined Spaces.
6. Only City prequalified Contractors, by appropriate Water Department work category, shall be
allowed to adjust valve boxes, manholes, ring & covers, etc.
Water:
l. Provzde thrust restraint by means af restraining joints at fittings and concrete blocking. When
specifically indicated on the Drawings, provide thrust restraint at desi�ated joints beyond the
fittings. Each method shall be capable of thrust restraint independent of the other system. The
Contractor shall refer to City Standard Details for area required to install concrete blocking.
2. All ductile iron mechanical joint fittings shall be restrained to pipe using retainer glands.
3. Proposed water mains shall have a minimum cover of 48-inches cover above the top of pipe,
unless shown otherwise on the drawings or details.
4. All water services shall be installed above storm sewers, except where shown otherwise in the
drawings.
5. Elevation adjus�ment at connections may be made with bends, offsets, or joint deflections. Joint
deflections shall not exceed fifty percen� (50%) of manufacturer's recommendations.
6. Temporary pressure plugs required for sequencing of construction and testing of proposed water
lines shall be considered subsidiary to the work and shall be included in the price bid in the
Proposal for various bid items.
Sanitary Sewer:
1. Verify that all cannections to the sanitary sewer system are for sanitary sewer orily. Notify City of
any discovered illicit connections.
2. The Contractor shall be liable for all damages to properties, homes, and basements from backup,
which may result during the installation of new pipe and/or abandonment of existing pipe. The
Contractor will be allawed to open clean outs where available. The Contractor will be responsible
for all clean up associated with opening clean outs.
3. For a11 sanitary sewer service connections at manholes, provide a hydraulic slide in accordance
with the details.
DFW Airport Reclaimed Water Delivery System Flushline
City Project No. 02025
Storm Drain:
1. Maintain the existing storm drainage system until the proposed system is in service. In no case
should the Contractor lea.ve the existing storm drain out of service whereby runoff would cause
damage to adjacent groperty.
2. Construct all drainage improvements from the downstream end to the upstream end to allow
continued storm drain service. If the Contractor proposes to construct the system otherwise, the
Contractor shall submit a sequencing p1an to the City for approval.
3. Take appropriate measures to preserve wildlife in accordance with applicable federal, state and
local guidelines.
DFW Aizport Reclaimed Watcr Deliuery System FlusUlinc
City Project Itio. 02CI?5
Division 34 - Transportation
General:
l. Notify Traffic Management Division (817-392-773$) at least one week prior ta starting work on
Traffic Signals.
2. Notify Traffic Management Division (817-392-7738) Project Representative at least 24-hours in
advance of all concrete pours. Inspector must be present when concrete is placed on the project
site.
3. Equipment supplied by the City will be available for pick up from the Transportation/Public
Works (T/PVt� Warehouse at 5001 James Avenue or other sites designated by the City. The
Project Representative must authorize all equipment pickups.
4. All pier foundations shall have one continuous concrete pour.
5. No traffic signal poles shall be placed on foundations until seven days have elapsed following the
pouring of concrete.
6. Install the required electric services and obtain an electrical service pernzit in each instance, the
cost of which will be waived by the City.
Tra�c Signals:
1. The City will fizrnish the following material to the Contractor (clarify if the Contractor is
required to purchase the material from the City or nol):
a. Design Engineer to coordinate with the City and list the City furnished materiad here. If
none, remove this section.
b. ...
2. Existing signal equipment shali remain in place and operating until new equipment is in place and
ready to operate.
3. Existing stop signs and posts will be removed by City forces upon, or before, the signal turn-on.
4. Unless directed by the City, signals sha11 be placed in full operation between 9:00 a.m. and 1 Z:00
p.m. (noon) on Monday thraugh Thursday only. A representative from the Traffic Services
Division shall be present when the signal is placed in operation. The Contractor shall contact
Traffic Management Division (817 -392-7�38) to arrange time and date of signal turn-on.
Luminaires:
1. The City wi11 furnish the following material to the Contractor {clarify if the Contractor is
required to purchase the material from the City or not},-
a. Design Engineer to coordinate with the City and list the City furnished material here. If
none, remove this section.
b. ...
2. All new streetlight pole types should match those of the surrounding area of Fort Worth for which
they are being installed in. Contact the City at {817)-392-7738 for direction on Iight pole types
allowed in particular areas. The same poles shall be consistently used throughout subdivisions.
Signs:
All signs and hardware shown in the drawings will be furnished by the Contractor, except for the
Metra Street Name Signs and hardware, which will be furnished by the City.
DFW Airport Reclaimed Water Belivery System Flushline
City Project No. 02025
CITY OF FORT WORTH
Bid Documents Package Folder Contents Checktist
Item Item INCLUDED N/A COMMENTS Sc INITIALS
No.
� 00 11 13 Invitation to Bidders.doc
00 41 00 OQ 43 13 00 42 43_00 43
2 37 00 45 12 00 35 13 Bid Proposal
Workbook.xls
3 00 45 11_Bidders
Pre ualifications.doc
4 00 45 13 Bidders Qualification
A lication.xls
00 45 26 Contractor Compliance
5 with Workers Compensation
Law.doc
Complete Specifications and
6 Contract Document in pdf form
(Referenced Specifications in
Construction Specifications Folder)
7 Complete Plan Set in pdf form
8 Link to dwf sheets in Final Drawings
Folder
g Plan Holder Registration
10 Plan Holder List
(In Plan Holders Folder)
11 This Document
DFW Airport Reclaimed Water Delivery System Flushline
City Project No. 02025