HomeMy WebLinkAboutContract 57225-PM1CSC No. 57225-PM1
00 00 00
STANDARD CONS7'RUCTION SPGCIFICATION DOCUMENTS
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Page 1 of 5
Last Revised
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00 42 43 Pro osal Form Unit Price OS/22/2019
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00 45 12 Pre ualification Statement 09/O1/2015
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00 45 26 Contractor Com liance with Workers' Co�n ensation Law 04/02/2014
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00 52 43 A reement 06/16/2016
00 61 25 Certificate of Insurance 07/Ol/2011
00 62 13 Perfonnance Bond O l/31 /2012
00 62 14 Pa ment Bo��d 01/31/2012
00 62 19 Maintenance Bond O 1/31 /20 ] 2
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00 73 10 Standard City Conditions of the Construction Contract for Developer O1/10/2013
Awarded Pro'ects
Division O1 - General Re uirements Last Revised
Ol 11 00 Summa of Work 12/20/2012
O1 25 00 Substitution Procedures 08/30/2013
O1 31 19 Preconstruction Meetin 08/30/2013
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O] 32 33 Precoustruction Video 08/30/2013
O1 33 00 Submittals 08/30/2013
Ol 35 13 S ecial Pro'ect Procedures 08/30/2013
Ol 45 23 Testin and Ins ection Services 03/20/2020
O1 50 00 Tem orar Facilities and Controls 07/Ol/201 ]
O1 55 26 Street Use Pennit and Modifications to Traffic Control 07/O1/20l 1
O1 57 13 Storm Water Pollution Preventio�� Plan 07/Ol/201 l
O1 60 00 Product Re uirements 03/?0/2020
O1 66 00 Product Stora e and Handli�� Re uirements 04/07/2014
Ol 70 00 Mobilization and Remobilization 04/07/2014
Ol 71 23 Construction Stakin 04/07/2014
O1 74 23 Cleanin 04/07/2014
Ol 77 19 Closeout Re uirements 04/07/2014
O1 78 23 O eration and Maintenance Data 04/07/2014
O] 78 39 Pro'ect Record Documents 04/07/2014
CITY OF FORT WORTH N'u� & Pav Imprvn�nls to serve Al(iance Cenier Norlh - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ci(v Projecl No. 103762
Revised March 20. 2020
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specitically for this
Project; hard copies are included in the Project's Contract Documents
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
httq://fortworthtexas.�ov/tpw/contractors/
Division 02 - Existin� Conditions
02 41 13 Selective Site Demolition
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Division 03 - Concrete
Division 26 - Electrical
Division 31 - Earthwork
Last Revised
12/20/2012
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3l 25 00 Erosion and SedimentControl ]2/20/2012
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Division 32 - Exterior Im rovements
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32 O1 29 Co»crete Pavin Re air 12l20/2012
32 1 1 23 Flexible Base Courses l2/20/2012
32 1 1 29 Lime Treated Base Courses 12/20/2012
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32 13 13 Coi�crete Pavin 12/20/2012
CITY OF FORT WORTH Wtr & Pav Imp�vmnls to serne Allla�xce Cenler North - 9
STANDARD CONSTRUCTION SPGCIFICATION DOCUMENTS— DEVELOPGR AWARDED PROJECTS Citt� Projecl �ti'o. 10376?
Revised March 20. 2020
Division 33 - Utilities
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and Acceptance Testing of Water Maii�s
Trench Excavation, Embedment, and Backfill
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Location of Existing Utilities
Bolts, Nuts, and Gaskets
Ductile Iron Fittings
Polyvinyl Chloride (PVC) Pressure Pi
�e+�e�e�e-P-�es�e-�; '� "� a
R...-:o,J C+ool D;..o .,.,.J �'rr'
Water Services 1-inch to 2-inch
Resilient Seated Gate Valve
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Ci7'Y OF FORT WORTH Wn� & Pav lmprvmnls !o serve Allrance Center Norlh - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO.IECTS City Project i�'o. 103762
Revised March 20. 2020
00 00 00
STANDARD CONSTRUC"I ION SPECIFICATION DOCUMENTS
Page 3 of 5
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
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CITY OF FORT WORTH Wti• & Pav /mprvntnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDEU PROJECTS City Projecl No. J03762
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN"fS
Page 5 of 5
Appendix
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GR-01 60 00 Product Requirements
END OF SECTION
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CITY OF FORT WORTH Wtr � Pav lmprvmnts !o serve.911iance C'enter North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO.IECTS Cit�� Project No. 103762
Revised March 20. 2020
1
SECTION 00 42 43
f�evaEcrper RwarGed Projects - F'ROP�SAL FQ WVi
llNIT PRiG� BiL�
4LL[Ah1CS CEY7ER NORTH 9- PUBLiC W'ATER & Pl4VING L�ROYEM
Project lrnn IafonnaRon
list Itcml Description
No.
�
1 0241.1118 4"-12" Pressure Plug
2 3125.0101 SWPPP > 1 Acre
3 3305.0109 Trench 5afety "
4 3311.0001 Ductile Iron Water Fittings w! Restraint
5 3311.0141 6" Water Pipe
6 3311.0441 12" Water Pipe
7 3312.0117 Connection to Existing 4"-12" Water Main
8 3312.2203 2" Water Service
9 3312 3002 6" Gate Valve
i 0 33 i 2.30�5 12" Gate Valve
11 9999 0001 8" x 6" Cut in Tee w/ Solid Sleeve
12 9999.0002 Concrete Blocking, Type B
Construction
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This Bid is submittcd by t6e entity named below:
BIDDER:
CONATSER COdSTAUCTION TX, LP.
532� WICHITA STREET
FORT WORTH, TX 76119
00 42 43
DAP•BIDPRUPOSAL
P�ge ! of 1
�idder'� Appli+�ation
�� v_T=� BiddersPropo---1
Speci6ca[ion ( Unit of I gid Quantity
Section No. Measure
21MPR�VEMENTS
02 41 14 EA 2
37 25 00 LS 1
33 0510 LF 95
331111 TaN 1.22
33 11 10 33 LF 28
11 12
33 11 10 33 LF 39
11 12
33 12 25 EA 1
33 1210 EA 3
33 12 20 F1l 1
33 12 20 FA 1
00 00 DO EA 1
00 00 00 CY 1.25
Bia Summary
Unit Price I Bid Valua
$1,200.00
$2,000.00
$5.00
$
$
BY: BROt HUGGINS
TITLB: PRESIDENT
DATE:
ContrxcWr a`rea to compieee WORK for FINAL ACCEPTANCE wit6in
CONTRACT canmeow to run u provided in the Gwarl Conditiou�.
CCfY OF FORT WQRTH
STANDARD CONSTRUCRON SPECIFICATIDN DOCUMEN7S - DEVELOPPR AWARDED PR0J6CTS
Fom Yasiao Mqv 27, 2019
3D worlciet daya aRer the date w6m the
END OP SECTION
OD4243_W� BidPropasal DM_ACN9
00 45 12
DAP PREQUALIFICATIOn� STATEMFNT
Page 1 of 1
SECTION 00 45 12
DAP - PREQUALIFICATION STATEMENT
Eacl� Bidder is required to complete the ii�formatio�� below by identifying the prequalified contractors
a��d/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Type" box provide the coinplete major work tvpe and actual description as provided by the Water
Department for water and sewer and TPW for pavin�
Major Work Type Contractor/Subcontractor Coir�pany Name Prequalification
Expiration Date
Water Distribution, Developme»t, , �
16 inches and smaller. ��tSC,i'-C,C;�+1�1�'LqC,�1C�1Tx , l-p lC� �I /�•�.
Concrete Con/Recon < 15,000 SY ��������.- �1S�C � �-�-� �.�,-� � � � ► � 3 / � �
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
��.�1fi5�'rC�'1�1YL�C,t1C�(11 X, �Q By� (31�C1�- t�II,,IQG; I�l`S
Company (Please Print)
Signature: �
��"1 V�% I C.4i� tGl S�.
Address
�,�i �i�iC�%�"%"�.�X �ll-�� 1� Title:
-P preS� de� t�
City/State/Zip (Please Print)
� . - . �.,� � � �
END OF SECTION
CITV OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Wtr & Pav Imprvmnts to serve Alliance Center North - 9
Form Version September 1, 2015 City PfOjPCt N0. 103762
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S CQMPENSATION LAW
Page 1 of 2
1
2
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. 103762 Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
0
9 CONTRACTOR:
10
11 C���c',�.�'r C��r>> f�'1.�1C-f-►�'1 i X,�P gv� ���uC1�- k1�►C.�a i Y�,.S
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Company (Please Print)
.
�?���.`1 V1����l�tC� i5��� Signature:
Address
1=L�.�fi VG'�Vtl�-�, �n, �l tv� 1C Tit�e: �'E='SiC��'.�'1-i
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
BEFORE ME, the undersigned authority, on this day personally appeared
�C OCk-- �%1UlGG; n� , known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he/she executed the
same as the act and deed of _���� �r`�� for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this Z�Y'"' day of
�Q(�j�('i� l/1 . 20�'.,
Pw�_P ,e KAMRA HOERIG I ,C�
*-�y,� ! Notary Public, Stete of Texes t�
,�r,7/`s .' y CoIItm. Exp'vea 08/13/2023
�4TEOf �F"�P Notary ID 13213162-8 Notary Public in and for the State of Texas
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
Wtr & Pav Imprvmnts in serve Alliance Center North - 9
City Project No. 103762
004526-2
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 2 of 2
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CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2014
END OF SECTION
Wtr & Pav ImprvmnYs to serve Alliance Center North - 9
City Project No. 103762
005243-1
Developer Awarded Project Agreement
Page 1 of 6
1
2
SECTION 00 52 43
AGREEMENT
3 THIS AGREEMENT, authorized on Ju�d�1{,�ZZis made by and between the Developer,
4 Hillwood Alliance Services, LLC, a Texas limited liability Company, authorized to do business in
5 Texas ("Developer"), and C�Cl`1C11��C�r(�")Y(1ST1"-1.�C.�1�'i�l I� <<—�� authorized to
6 do business in Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree
8 as follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part
14 is generally described as follows:
15 Public Water & Pavinp lmprovements to serve Alliance Center North - 9.
16 CPN: 103762
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
2U Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within (.3C�_} working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the
24 Standard City Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10
29 of the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
C1TY 01= �ORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO.IECTS City Project No. 103762
Revised June 16_ 2016
�
005243-2
Developer Awarded Project Agreement
Page 2 of 6
31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees
33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 Developer
35 Dollars ($ ) for each day that expires after the time
36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
37 Acceptance.
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the
40 Contract Documents an amount in current funds of
41 Dollars($ ��'J7�11?��.�% ).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer
45 and Contractor concerning the Work consist of the foliowing:
46 1. This Agreement.
47 2. Attachments to this Agreement:
48 a. Bid Form (As provided by Developer)
49 1) Proposal Form (DAP Version)
50 2) Prequalification Statement
51 3) State and Federal documents (projectspecificJ
52 b. Insurance ACORD Form(s)
53 c. Payment Bond (DAP Version)
54 d. Performance Bond (DAP Version)
55 e. Maintenance Bond (DAP Version)
56 f. Power of Attorney for the Bonds
57 g. Worker's Compensation Affidavit
58 h. MBE and/or SBE Commitment Form (If required)
59 3. Standard City General Conditions of the Construction Contract for Developer
60 Awarded Projects.
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMEN7'S — DEVELOPLR AWARDED PRO.IECTS City Project No. 103762
Revised .lune 16.2016
�
005243-3
Developer Awarded Project Agreement
Page 3 of 6
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67 S. Documentation submitted by Contractor prior to Notice of Award.
68 9. The following which may be delivered or issued after the Effective Date of the
69 Agreement and, if issued, become an incorporated part of the Contract
70 Documents:
71 a. Notice to Proceed.
72 b. Field Orders.
73 c. Change Orders.
74 d. Letter of Final Acceptance.
75
76
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Allianre Center North - 9
STANDARD CONSTRUC"1'ION SPECIFICATION DOCUMENTS — DEVELOPL'R AWARDED PRO.I�CTS City Project No. 103762
Revised June 16.2016
005243-4
Developer Awarded Project Agreement
Page 4 of 6
77 Article 6. INDEMNIFICATION
78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
79 expense, the city, its officers, servants and employees, from and against any and all
80 claims arising out of, or alleged to arise out of, the work and services to be performed by
81 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under
82 this contract. This indemnification provision is specificallv intended to operate and be
83 effective even if it is alle�ed or proven that all or some of the dama�es bein� sou�ht
84 were caused, in whole or in part, bv anv act, omission or ne�li�ence of the city. This
85 indemnity provision is intended to include, without limitation, indemnity for costs,
86 expenses and legal fees incurred by the city in defending against such claims and causes
87 of actions.
::
89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
90 the city, its officers, servants and employees, from and against any and all loss, damage
91 or destruction of property of the city, arising out of, or alleged to arise out of, the work
92 and services to be performed by the contractor, its officers, agents, employees,
93 subcontractors, licensees or invitees under this contract. This indemnification provision
94 is specificallv intended to operate and be effective even if it is alle�ed or proven that all
95 or some of the dama�es bein� sou�ht were caused, in whole or in part bv any act
96 omission or ne�ligence of the citv.
97
98 Article 7. MISCELLANEOUS
99 7.1 Terms.
100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
101 the Construction Contract for Developer Awarded Projects.
102 7.2 Assignment of Contract.
103 This Agreement, including all of the Contract Documents may not be assigned by the
104 Contractor without the advanced express written consent of the Developer.
105 7.3 Successors and Assigns.
106 Developer and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
CITY OF PORT WORTH Wtr & Pov Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECI FICATION DOCUMENTS — DEVELOPER AWARDED PRO.IECTS City Project No. 103762
Revised June 16_ 2016
e
005243-5
Developer Awarded Project Agreement
Page 5 of 6
109 7.4 Severability.
110 Any provision or part of the Contract Documents held to be unconstitutional, void or
111 un�nforceable by a court of competent jurisdiction shall be deemed strir_ken, and all
112 remaining provisions shall continue to be valid and binding upon DEVELOPER and
113 CONTRACTOR.
114 7.5 Governing Law and Venue.
115 This Agreement, including all of the Contract Documents is performable in the State of
116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
117 Northern District of Texas, Fort Worth Division.
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7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
CITY OF FORT WORTH Wtr & Pav Imprvmnts to >erve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFIGA"TION DOCUMGNTS — DEVELOPER AWARDED PRO,IECTS City Project No. 103762
Revised .lune 16, 2016
�
005243-6
Deo�eloper Awarded Project Agreement
Page 6 of 6
Contractor:
Developer:
�r �:�51�uC._� C�'> T�X _t� � t C� �i�� . �'. � t�,. %.�,�C
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(Si re) ~- ' nature)
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(Printed Name) (Printed Name)
Title: Title: �
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Company Name: �;�j'�}��1"��„#"`� Company name:��,�����L�CS�C�. � �iQ�1C�. �rl�l�S,�
(,..���1�,�1��1.(C�t�C`�'l i X , L�'
Address: Address:
-- J°�G�,� Vl/��..�'l� �C�f� S�. �,�'UD /�{�lfwaa[^/ a/,�c.a...r.j-----
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137
City/State/Zip:
Ff)�'r L"�r'C'4''i�'1, iX -7lC�l l�__
.�unuaru 2�( �h ,1_b2Z
Date
City/State/Zip: � /�" a� � % 7�'/7 ?
—�—__.
�c�.v_t t� o. r�n 2`i� Z.v Z 2R �
Date
C'I"iY Oi 1=OR"f 41'ORTN Wtr & Pav lmprvmnL to serve AUiance Center Norfh - 9
SiANDARDC'UNSTRUC"f10NSPF.CIFICATIONC70CUV1�1�"fS--fJEVELOPERA41�'ARI7EDPRU�F.C"fS CityPrajecfNo.103762
Revised .lune I6, 261G
Bond No. 0242727
D06213-1
PERFQRMANCE 80ND
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SECTION QO 6213
PERFfJRMANCE BQND
7HE STATE OF TE7(AS
COUNTY OF TARRANT
That we,
§
4
§
KNOW A4L 8Y THE5E PRESEN75:
Conatser Construction TX, L.P.
knawn as
"PrinCi�al" he►ein and Berkley lnsurance Company a COrpOrBte
surety(su�eties, if mar� than one} duly authorized to do business in the State at Texas, known as
10 "Surety" herein (whether one or more�, are he�d and firmiy bound unto the Developer, Hillwood
11 Al�iance Services. LLC, authorized to do busir�ess in Texas ("Developer") and the C+ty of Fort
12 Worth, a Texas munitipal corporatfo� ("Gty"j, in the penal sum oi, One Hundred Fifty Seven Thousand,
13 Six Hundred Twenty Eight and No/100----------- ------ - D011ars ($ 157,628.00 _),
ia iawful money of the Urtited States, ta be paid in Fort Worth, Tarrant County, Texas for the
15 payment ef which sum well and trufy to be made jointly unto the Deveioper and the City as dual
lfi �bliges, we bind ourselves, our heirs, executors, administrators, successors and �ssigns, jointly
17 and severaNy, firmly by these presents.
18 WHEREAS, beveloper and City have entered into an Agreement for the construction of
I9 tommunity facifities in ihe tity of Fart Worth by and ihrough a Community Faciiities Agreement,
2o cFA rvumber C.f,/�.ZI'_�165 ._ and
21 WHEREAS, the Princ3pal has entered into a �ertain written co�tract with the [?eveloper awarded
22 the day of�,�ry Zq � , 20,�,, which Contraci is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish a!I materials, equipment labor
24 and other aaessories defined by faui, in the prosecutian of the Work, including any Change
2� Orders, as provided for in sai� Contract designated as P�„i,c Water $�p�vin�; im}�rov_erpents to
26
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Serve Alliante Center North — 9.
NOW, THEREFDRE, the conditian of this obiigation is such that it the saia Principat shall
fa�thfully perform it vbligations under the Contract and shaA in all respects duly and faithfully
p�rform the Work, including Change Orders, under the Contract, atcording to the pians,
CRY OF FORT WORTH Wir & Prn+ fmprvmnts to serve AlGance Center North - 9
STANDARD CITY CONDfTlONS— DEVELOPER AWARDED PROJECTSCrty C'rty Project No. ip3762
Nevised ianuary 31. 2012
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OQ6�13-2
PERFORMANCE gQA10
Page 2 of 3
PRlNCIPAL.
Conatser Construction TX, L.P.
ATTEST ��' i�iC�/l�GN ,
�
Signature
i specifications, and eont�act documents therein referred to, and as well during any period of
2 extension of the Cantract that may be granted on the part of the De�e�oper and/or City, then
3 this o6ligation shall be and t�ecome null and void, o#herwise to remain in fufl force and effect.
4 PitOVIDEd FURTHER, that if any legal acti�n be filed on this Bond, venue shall lie in
5 1"arrant County, Texas or the United States D�strict Court for the Northern District of Texas, Fart
6 Worih Division,
7 This bond is made and executed fn compliance with the provisiQns of Chapter 2253 of
8 the Texas Governrnent Cade, as amended, and all liabilities on this pond shall be determined in
9 accordance vvith the prouisions otsaid sTatue.
�Q IN WITNESS WHEREOF, the Principal and t#�e Surety have SIGNED and SEALED this
11 instrument by duly autharized agents and ofFicers on this the dayof?prx�.qry
12 ��h , 20�
��%�!?lGf�/ ,
�
(Principal) Secretary
Brock Huggins, President
Name and 7i#le
Address: 5327 Wichita St.
Ko��� �.�.�
__
Fort Worth, TX 76119
Witne55 as to Principa!
CRY OF f6RT WOItTH
STANOAaD CITYCQNOITIONS —OE1fELOPER AWARpED PpOJECT5Gty
Revised January 31, Zo12
WV & Pav Imprvmn ts to seNe AIliance Cenier North - 9
CIty ArolAct No. 103762
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�ERFORMANCE B4ND
Page 3 oi 3
SURETY•
Berk(ey Insurance Company
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$
T�elephone Number: 214/989-0000
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ATi'f5T BY• ���c,-� %�,rr,�G,�/
Signature
���'�-`�-
(Surei�} Secretary
_ .__ _ _.�!`��—'�� __
tness as to Surety
Robbi Morales, Attorney-in-fact
Name and Ti#le
Adcfress: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
*Note: ff signQd by an officer of the Surety Compa�y, thet'e mu5t be on file a certified extract
from the by-laws showing that this person has authority to sign such obiigatian, If
5urety's physita� address is different from its maiiing address, hoth must be provided.
The date of the bond shall noi be prior to the date the Coniract is ewarded.
CITY Of FORT WORTFi Wfr & Atry 7mprvmnts Co serve A11ian[2 Center North • 9
ST/lNOARD pTY CONDIT10N5— DEVELbPER AW14R�ED PROJECTSCity Clry Prp�ect No, I03762
Revised lanuary 31, 2011
�
Bond No. 0242727
OO6Z24-;
PAYM€NT BDND
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SECTION 00 6214
PAYMENT BOND
THE STATE O� TFJ(AS
COUfliT1f QF TARRANT
That we,
§
§
§
KNOW ALL BY 7'MESE PRES�NTS:
Conatser Construction TX, L.P.
, known as
"Principal" herein, and Berkley Insurance Company a
,
corporate surety (�r su�eties if more than oneJ, duiy authorized to do business in the State af
texas, known as "Surety" herein (whether one or more), a�e held and firmly bound unto the
developer, (Hillwood Alliance Services, LLC}, authorized to do business in Texas "{Deveioper"J,
and the City of Fort Worih, a Texas municipal corporation ("City"), in the penal sum
One Hundred Fifty Seven Thousand,
of Six Hundred Twenty Eighl and No/100------- -------- Dollars {$ 157,628.00 }
_ _ .�
lawful rnoney of the United States, to be paid in Fort Worth, Tarrant County, Texas, far #he
payment of which sum well and truly be made joinily unto the Developer and the City as dual
obliges, we bind ourselves, our heirs, execUtars, administrators, successors and assfgns, jointly
and severaHy, firmly by these presents:
18 WHEREAS, Develaper and City have enterec! inta an Agreement for the constr�ctFon of
19 community faciiities in the City af Fort Worth, 6y an� ihrough a Community Facilities
20 Agreement, CFA Numlher Gf�2►-6165 and
21 WHEREAS, Arincipal has entered in#o a certain written Contract with Developer,
23 awarded the , __ day of �unyq� _��}� _ 20 2Z , wFtich Contract is hereby
23 referred to �nd made a par# hereof for all purposes a5 if fu1�y set forth herein, to furnish all
24 materia�s, equi�ment, iabor and other atcessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as Publit Waier & Pavin �r 1m�:rove�nts�o
26 serye Alhiance Center North -4.
27 NOW, THEREFQRE, THE CQNpITION OF THIS OBLIGATION is such that if Principal shall
28 pay all manies owing to arty {and al!) payment bond beneficiary (as defined in Chapter 2253 of
29 the Texas Government Code, as amendedj in the prosecution of thP Work under the Cantraci,
[RY OF FpRT WQR7H Wtr & Pav lmprvmnts to serve A!liance Center North - 9
STANDARD CI1Y COFlDfTlONS— OEVELOPER AWAPDED PROJEt75 Clty Proje[t ND. 1D3762
Revksedlanuary3l, 2012
�
oa�2za.z
PAYMENT 90ND
Page 1 of 3
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1 then this o6ligation shall be and become nul! and vaid; a#herwise, to remain in full farce and
2 effect.
3 7his bond is rnade and executed in compliance with the provisions of Chapter 2253 of
4 the Texas Government Code, as arnended, and all liabilities on this bond shaH be determined in
5 accordance w(th the provisions of said statute.
6 IN WITNESS WHEREOF, the Principal and Surety have eath SEGNEp and SEAi.ED this
7 instrument by duly authorized agents and officers on this the day o#
s ;7unu�ry Z�(fh _ , 20�.
PRINCIPAL:
Conatser Construction TX, L.P.
ATfEST gY• /�.��ifirr/GN +
� ._ _.,_ _.
5ignature
/���IyG�/ t
�
(Printipal) Secretary
Kc����..�,,� ;
Witness as to Principal
Brock Huggins, President
iYame and Title
Address: 5327 Wichita St.
Fotrt Worth, TX 76l 19
SURETY:
Berkley ]nsurance Company
c�ry oF �oR� �voaTH
STANpARD ClTY GONDITIONS— aEY€LQPER AWARi7E0 PItOlECfS
Revised Jan uary 31. 2012
WV & Pav lmprvmnfs ta serve A!liance Center No:th - 9
Gty ProJect Na, 103762
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Of} 62 14 - 3
PaYMENT BON�
Page 3 of 3
ATfEST: BY� ���C�,C��1?�l ��-�
Signature
��G�L..�-s+_�
(Surety) Secretary
Robbi Morales, Attorney-in-fact
Name and Title
Addtess: 5005 LBJ Freeway, Suite 1500
Dallas, TX 75244
i��e%�-�G.a;�
Witness as to Surety
Telepi�one Number: 214i989-0000
_J
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2 Note: If signed by an officer of the Surety, ihere must be on file a certified extract fro�n the
3 byiaws showing that ihis person has authority ta sign such pbiigation. lf Surety's physical
4 address is different fram its maifing address, both must be provided.
5
6 The date af the bond shall not be prior to the date the Contract is awarded.
7
8
�IYD OFSECf(OIV
CITYOF FQRT WORTH
STANDARp CITY CONDITIONS— QEVELDPER AWARDED PR�;FCfS
Revised lanuary 31, 201�
Wb & Po� �mprvmnts to serve Allronce [anter North - 9
C!ty ProJect No. 103761
� �
Bond No. 0242727
0� 6219 - I
MAINTENANtE 6pNp
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SECTlON � 6219
MAINTENANCE BOND
THE STATE QF TEXAS §
§ 14NOW ALL BY rHESE PRESEI�t5:
CtiUN'fYOf TARiiA11dT §
Tha# we Conatser Construction TX, L.P. , known as
"Prin[ip�P' herein and Berkley Insurance Company a corpot'ate surety
(sureties, if more than oney dufy autharized ta d� b�isiness in the State ofTexas, known as
"Suret�' herein (whether one or more), are held and firmly baund unto the Develaper, Hillwaad
A�4iance Services, tLC, authorized to do business in Texas ("Develaper"j, and the City of Fort
12 Worth, a Texas municipal corporation {"Gty"J, on the sum
One Hundred Fifty Seven Thousand,
13 of Six Hundred Twenty Eight and No/100---------------. Doll�rs ($ 157,628.00 }
14 (awful money pf the United States, ta be paid in Fart Worth, Tarrant County, Texas, for payment
15 of which surrt wefl and truly be made jaintly unto the Developer and the City as dual al�liges and
16 their successors, we bind ourselves, our heirs, executors, adminisirators, sutcessors and assigns,
17 jointfy and severally, firmly by thesQ presents.
18
19 WH�RfAS, Developer and City have entered into an Agreement for the constructi�n af
2� community facilities in the Gry of �ort Worth by and through a Community Facilities Agreement,
21 CFA 'ZI-0165: and
22 WHEitEAS, the Principal has entered into a certain written coRtract with the �eveloper
23 awarded the day af �Jr,(t��qr� Z,�i�h . zpZZ,, which Contract is
24 hereby referred to and a made part hereof for all purposes as if fully set torth F�erein, to furnish
15 atl materials, equipment tabor and other accessories as defined by law, in the prosetution of the
26 Wark, including any Work resulting from a duiy authorized Change Qrder (collettively herein,
27 the "Work"j as provided for in said Contract and designated as Public_Water & Pavin;�
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Irn�frovem�gnts..to s.erve Alliance Ce_nter_North_,-,9,and
CiTY OF FORT WORTH
STANaARD CIiY CpMpI7iONS - C}EVEL�PER AYVAR�EO PROJECf 5
Revised January 31 24i2
iNtr & Pvv lmprvmnts ta serve AHianae Centef Marth - 9
CitpPro/ect No 103762
�
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nMJhTENANCE80N0
Page 2 of 4
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WHEREAS, Principal binds ifself ta use such materials and to so eonstruct the Wark in
accordance witt� the plans, specificatinns and Contract Dotuments tt�at the Work is and wili
remain free from defects in materials ar workmanship far antl during the period of tavo (2j years
atter the date flf Final Acceptance of the Work by the Ciiy ("Maintenance Period"); and
6 WHEREAS, Principal binds itself to repair or reconstruct the Wark in whote or in part upon
7 receiving notice from the Developer and/or City of the need thereaf at any time within the
8 Maintenante Periad.
4
10 NOW THEREFORE, the condition of this obligatior+ is such that if Principal shall remedy
11 any defective Work, for which timely notice was pravided by Developer or City, to a completian
12 satisfattory to the City, then this obligatipn sJ��ll be[ome null and vaid; otherwise, to remain in
13 fufl foree and effect.
14
15 PROVtDEO, HOWEVER, if Principal shatl fai! so to repair or reconstruct any timely
16 noticed defective Work, it is agreed that the developer or City may cause any and all such
17 defettive Work to 6e repaired andJo� reconstrutted w6th al( associated costs thereaf being
18 borne by the Principaf and the Surety ur�der this Maintenance Bond; and
19
�0 PROVIDEb FURTHER, that if any lega! action be filed on this Bond, venue shall lie in
21 7arr�nt County, 7exas or the united 5tates Oistrict Court for the Northern pistrict of Texas, Fort
22 Wot�h Div"ssion; and
23
24 PROVIDEp FURTHER, that this obligation shall be continuous in nature and successive
z5 recoverie5 may be had hereon far successive breaches
�6
L,iY OF FORT WORTH Wir & Pav lmprvmnts So serve Atlrance Center North - 9
STANflARD CITY COfUDRIQNS —�FitEtDPER AWARDED PROIECTS City Project No. 503762
Re�isedlanuary3l, 2012
00 6� 19 3
MAINTENANCE BOND
Page 3 of 4
PRINCIPAL:
Conatser Construction TX, L.P.
BY� ���� ,
�
Signature
Brock Huggins, President
tvame and rtl�e
Addre55: 5327 Wichita St.
Fort Worth, TX 761 19
SU RETY:
Beri<ley Insurance Company
1 IN WITNESS WHEREOF, the Principai and the 5urety have each SfGNED and SEALEp this
2 instrument by duly authorized agents and officers on this the day of Jqnc,�[{t�
3 Z.��h , 2��.
4
5
AITEST
/���►��//�� ` �
VO
(Principal) Secr�etary
! _. _ �.�,��./
Witness as to Principal
ATTEST
CfTY 0 F FOliT WORTH
STANDARD CI1Y C�NDlTIONS — DEVELpPER AWAROE� PRp1ECT5
Revised lanuary 31, 2022
BY' ��.-c.:. �t��
Signature
INtr & Pav Imprvmnu 2o serve A!ltvnce tenier North - 9
Gty Project Nn. I037B7
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0�6219-A
MAINTENANCE BOND
Page 4 of 4
_ �;'�" ���,�,o._._
(5urety}Secretary
Robbi Morales, Attorney-in-fact
1Vame and Title
Addres5: 5005 LBJ Freeway, Suite ] 500
Dallas, TX 75244
' _. '��a��
itness as to Surety
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Telephone Number; 214/989-0000
*�Vote: If signed by an pfficer of the 5urety Company, there must be on f��e a certified e�ctract
from the by-iaws shawing that this person has authority to sign such oblig�tion. If
Surety's physical address is different from its mailing address, both must be provided.
The date af the bond shal! not be prior to the date the Contratt is awarded.
7
cmr oF CoRT woaTH
STANDAR D G7Y CONDITIpI�iS — DEVELOpER AW�1RpED PRDIECTS
R2vfsed January 31, 2012
Wtr& Pnv lmp,vmnts tn serve Alliance Center Norih • 9
Ciry �roJect No.1037fi2
J
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
W[LMINGTON, DELAWARE
No. BI-7280j-el
NOT[CE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY tNSURANCE COMPANY (the "Compa�ry"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principa( office in Greenwicll, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter;
Robhi Morales; Ke[ly A. Westbrook; Tina McEivan; Joslzcea A. Saunders; or Tonie Petranek of Aon Risk Services Sout/iwest,
Inc. of Dnllns, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as clelineated below and to execute, seal,
acknowledge and deliver any and al] bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that
no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds
haci been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own
proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of (aws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors ofthe Company held on Januacy 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety, thP Chairman of the Board, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
to execute bonds, undertakings, recognizances, oc other sureryship obligations on behalf of the C,ompany, and to affix the
corporate seal of the Company to powers of attorney executed pursuant llereto; and said officers may remove any such
attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certitication thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manualfy affixed. The Com�any may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shafl have been such officer or officers of the Company, notwithstanding the fact that they ir�ay have
ceased to be such at the time when such instruments shall be issued.
G'�I WTTT,rESS +WHET�EQF, ttie Gampany has caused these preseats to. he si�ed and attested by its appropriate officars and its
corporaY.e seai hereunto affilced this 2nd day of June 2020
``�,,�xaN�E., Attest: � Berkl lnsurance Company
," �� r
t' � /<<��<,�,,� o� �y �y
+ �
�{ �'1'..'1L z .
�\ Ir . ederman 7e b . after
� ` 73�5 �
��AWa�E , Executive Vice President � Secretary , Se '� cL resident
STATE OF CO'�tIrECTICUT )
COU�TY OF F�IIRFIELD
ss:
Swom to befar� m�, a Notary PuL�lic in the Stakee of Connccticut, t�ais 2nd day vf ,lune , 2020 , by I:a S. Lederman
and Jeff`xey M. Hsifter who are sworn to me to be the Executive Vice Pr�sident S�cret3rv, and t Senior Vice President,
respectively, ofBerkley Insurance Company. M�N�TA�y�qAc� ' /%
GONNEC'lCUT !��.' �'
MYCOMt,�;g310NEXPIRE9 � `
a�Ni� sa, zazt . otary �'ublic, State of Connecticut
CERTIFICATE
I� the undersi�n�d, Assis^tant Secretary of BERKLEY INSUKA.AT�I CE CUMP.ANY, UG HEKEBY CERTLEY that the foregoin� is a
true, carrect and complete copy of the oriQinal Power of Attomey; that said Power of Attorney �ias not been revoked or rescinded
and..�hat-t authority of Cha Artnrney-in-Fact set forth therein, t�'ho executed the bond or undertaking to which this Power of
' UP.AN
,f1 e� ched, is in fu11 force and effect as of ihis date.
1(� =` `�"�P�"+�iT''r� �#} der my hand and seal of the Company, this day of
{ w .7� 11, j
` � � �� /�1
� ze�s
�.�(AWP�'/ Vincent Y. Forte .
IMPORTANT N4TiCE
To abtain information or make a comptaint:
You may cail Berkiey Surety Group, LLG and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send ali notices o# ctaim on this bond to:
Berkley Surety Group, LLC
(886) 768-3534
412 Maunt Kembie Avenue, Suite 310N
Morristown, NJ 07960
Attn: Surety Claims Department
You may cantact #he Texas Department of Insurance to obtain
information on companies, caverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-91U4
Fax: (512j 475-1771
Web: http:lfwww.tdi.st�te.tx.us
E-mail: ConsumerProtectian(c�idi.state.tx.us
PREMIUM QR CLAIM DISPUTES:
Shauld you have a dispute concerning your premium or about a claim
you should contact your agent ar Berkley Surety Gra�p, LLC first. If
the dispute is not resolved, you may contact the Texas Department of
fnsurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legat and regutatory requirements.
�
�
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103762
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103762
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
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14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
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ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1.Agreement -The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2.Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3.Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4.Buzzsaw – City’s on-line, electronic document management and collaboration system.
5.Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6.City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7.Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8.Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer,Contractor,and/or City concerning the Work.The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9.Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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b. Attachments to the Agreement
i.Bid Form
ii.Vendor Compliance with State Law Non-Resident Bidder
iii.Prequalification Statement
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c. Current Prevailing Wage Rates Table (if required by City)
d.Insurance Accord Form
e.Payment Bond
f.Performance Bond
g. Maintenance Bond
h.Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l.Supplementary Conditions
m. The Standard City Conditions
n.Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii.Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10.Contractor—The individual or entity with whom Developer has entered into the Agreement.
11.Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12.Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13.Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope,extent,and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14.Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15.Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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16.Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17.General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18.Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19.Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20.Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21.Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22.Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23.Plans – See definition of Drawings.
24.Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25.Project—The Work to be performed under the Contract Documents.
26.Project Representative—The authorized representative of the City who will be assigned to
the Site.
27.Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28.Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29.Samples—Physical examples of materials,equipment,or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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30.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31.Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32.Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33.Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34.Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35.Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36.Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37.Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38.Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39.Underground Facilities—All underground pipelines,conduits,ducts,cables,wires,
manholes,vaults,tanks,tunnels,or other such facilities or attachments,and any
encasements containing such facilities,including but not limited to,those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40.Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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41.Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order,Non-Participating Change Order,or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42.Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B.Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C.Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules:Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10.Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11.City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12.City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13.City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A.Workers Compensation and Employers’ Liability.Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C.Automobile Liability.A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a.Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1)$1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D.Railroad Protective Liability.If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: _____none______________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: __________none___________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : ____________none_________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E.Notification of Policy Cancellation:Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
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5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1.“Or-Equal” Items:If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2.Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii.be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii.whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B.Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C.City’s Evaluation:City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D.Special Guarantee:City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute.Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E.City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F.Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G.Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A.Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C.Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 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 determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D.Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E.Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
x
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F.Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G.Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H.Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A.To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A.Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4.Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B.Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C.Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D.Final Site Cleaning:Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E.Loading Structures:Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C.City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract.THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract.THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B.Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103762
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5.after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103762
Revised December 20, 2012
SECTION 01 11 001
SUMMARY OF WORK2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.Summary of Work to be performed in accordance with the Contract Documents6
B.Deviations from this City of Fort Worth Standard Specification7
1. None.8
C.Related Specification Sections include, but are not necessarily limited to:9
1.Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract10
2.Division 1 - General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A.Measurement and Payment13
1.Work associated with this Item is considered subsidiary to the various items bid.14
No separate payment will be allowed for this Item.15
1.3 REFERENCES [NOT USED]16
1.4 ADMINISTRATIVE REQUIREMENTS17
A.Work Covered by Contract Documents18
1.Work is to include furnishing all labor, materials, and equipment, and performing19
all Work necessary for this construction project as detailed in the Drawings and20
Specifications.21
B.Subsidiary Work22
1.Any and all Work specifically governed by documentary requirements for the23
project, such as conditions imposed by the Drawings or Contract Documents in24
which no specific item for bid has been provided for in the Proposal and the item is25
not a typical unit bid item included on the standard bid item list, then the item shall26
be considered as a subsidiary item of Work, the cost of which shall be included in27
the price bid in the Proposal for various bid items.28
C.Use of Premises29
1.Coordinate uses of premises under direction of the City.30
2.Assume full responsibility for protection and safekeeping of materials and31
equipment stored on the Site.32
3.Use and occupy only portions of the public streets and alleys, or other public places33
or other rights-of-way as provided for in the ordinances of the City, as shown in the34
Contract Documents, or as may be specifically authorized in writing by the City.35
a.A reasonable amount of tools, materials, and equipment for construction36
purposes may be stored in such space, but no more than is necessary to avoid37
delay in the construction operations.38
01 11 00 - 2
DAP SUMMARY OF WORK
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103762
Revised December 20, 2012
b.Excavated and waste materials shall be stored in such a way as not to interfere1
with the use of spaces that may be designated to be left free and unobstructed2
and so as not to inconvenience occupants of adjacent property.3
c.If the street is occupied by railroad tracks, the Work shall be carried on in such4
manner as not to interfere with the operation of the railroad.5
1)All Work shall be in accordance with railroad requirements set forth in6
Division 0 as well as the railroad permit.7
D.Work within Easements8
1.Do not enter upon private property for any purpose without having previously9
obtained permission from the owner of such property.10
2.Do not store equipment or material on private property unless and until the11
specified approval of the property owner has been secured in writing by the12
Contractor and a copy furnished to the City.13
3.Unless specifically provided otherwise, clear all rights-of-way or easements of14
obstructions which must be removed to make possible proper prosecution of the15
Work as a part of the project construction operations.16
4.Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,17
lawns, fences, culverts, curbing, and all other types of structures or improvements,18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or19
appurtenances thereof, including the construction of temporary fences and to all20
other public or private property adjacent to the Work.21
5.Notify the proper representatives of the owners or occupants of the public or private22
lands of interest in lands which might be affected by the Work.23
a.Such notice shall be made at least 48 hours in advance of the beginning of the24
Work.25
b.Notices shall be applicable to both public and private utility companies and any26
corporation, company, individual, or other, either as owners or occupants,27
whose land or interest in land might be affected by the Work.28
c.Be responsible for all damage or injury to property of any character resulting29
from any act, omission, neglect, or misconduct in the manner or method or30
execution of the Work, or at any time due to defective work, material, or31
equipment.32
6.Fence33
a.Restore all fences encountered and removed during construction of the Project34
to the original or a better than original condition.35
b.Erect temporary fencing in place of the fencing removed whenever the Work is36
not in progress and when the site is vacated overnight, and/or at all times to37
provide site security.38
c.The cost for all fence work within easements, including removal, temporary39
closures and replacement, shall be subsidiary to the various items bid in the40
project proposal, unless a bid item is specifically provided in the proposal.41
01 11 00 - 3
DAP SUMMARY OF WORK
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103762
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED]1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]2
1.7 CLOSEOUT SUBMITTALS [NOT USED]3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]4
1.9 QUALITY ASSURANCE [NOT USED]5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]6
1.11 FIELD [SITE] CONDITIONS [NOT USED]7
1.12 WARRANTY [NOT USED]8
PART 2 -PRODUCTS [NOT USED]9
PART 3 -EXECUTION [NOT USED]10
END OF SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
SECTION 01 25 001
SUBSTITUTION PROCEDURES2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.The procedure for requesting the approval of substitution of a product that is not6
equivalent to a product which is specified by descriptive or performance criteria or7
defined by reference to 1 or more of the following:8
a.Name of manufacturer9
b.Name of vendor10
c.Trade name11
d.Catalog number12
2.Substitutions are not "or-equals".13
B.Deviations from this City of Fort Worth Standard Specification14
1.None.15
C.Related Specification Sections include, but are not necessarily limited to:16
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract17
2.Division 1 – General Requirements18
1.2 PRICE AND PAYMENT PROCEDURES19
A.Measurement and Payment20
1.Work associated with this Item is considered subsidiary to the various items bid. No21
separate payment will be allowed for this Item.22
1.3 REFERENCES [NOT USED]23
1.4 ADMINISTRATIVE REQUIREMENTS24
A.Request for Substitution - General25
1.Within 30 days after award of Contract (unless noted otherwise), the City will26
consider formal requests from Contractor for substitution of products in place of27
those specified.28
2.Certain types of equipment and kinds of material are described in Specifications by29
means of references to names of manufacturers and vendors, trade names, or catalog30
numbers.31
a.When this method of specifying is used, it is not intended to exclude from32
consideration other products bearing other manufacturer's or vendor's names,33
trade names, or catalog numbers, provided said products are "or-equals," as34
determined by City.35
3.Other types of equipment and kinds of material may be acceptable substitutions36
under the following conditions:37
a.Or-equals are unavailable due to strike, discontinued production of products38
meeting specified requirements, or other factors beyond control of Contractor;39
or,40
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
b.Contractor proposes a cost and/or time reduction incentive to the City.1
1.5 SUBMITTALS2
A.See Request for Substitution Form (attached)3
B.Procedure for Requesting Substitution4
1.Substitution shall be considered only:5
a.After award of Contract6
b.Under the conditions stated herein7
2.Submit 3 copies of each written request for substitution, including:8
a.Documentation9
1)Complete data substantiating compliance of proposed substitution with10
Contract Documents11
2)Data relating to changes in construction schedule, when a reduction is12
proposed13
3)Data relating to changes in cost14
b.For products15
1)Product identification16
a)Manufacturer's name17
b)Telephone number and representative contact name18
c)Specification Section or Drawing reference of originally specified19
product, including discrete name or tag number assigned to original20
product in the Contract Documents21
2)Manufacturer's literature clearly marked to show compliance of proposed22
product with Contract Documents23
3)Itemized comparison of original and proposed product addressing product24
characteristics including, but not necessarily limited to:25
a)Size26
b)Composition or materials of construction27
c)Weight28
d)Electrical or mechanical requirements29
4)Product experience30
a)Location of past projects utilizing product31
b)Name and telephone number of persons associated with referenced32
projects knowledgeable concerning proposed product33
c)Available field data and reports associated with proposed product34
5)Samples35
a)Provide at request of City.36
b)Samples become the property of the City.37
c.For construction methods:38
1)Detailed description of proposed method39
2)Illustration drawings40
C.Approval or Rejection41
1.Written approval or rejection of substitution given by the City42
2.City reserves the right to require proposed product to comply with color and pattern43
of specified product if necessary to secure design intent.44
3.In the event the substitution is approved, if a reduction in cost or time results, it will45
be documented by Change Order.46
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
4.Substitution will be rejected if:1
a.Submittal is not through the Contractor with his stamp of approval2
b.Request is not made in accordance with this Specification Section3
c.In the Developer’s opinion, acceptance will require substantial revision of the4
original design5
d.In the City’s or Developer’s opinion, substitution will not perform adequately6
the function consistent with the design intent7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]8
1.7 CLOSEOUT SUBMITTALS [NOT USED]9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]10
1.9 QUALITY ASSURANCE11
A.In making request for substitution or in using an approved product, the Contractor12
represents that the Contractor:13
1.Has investigated proposed product, and has determined that it is adequate or14
superior in all respects to that specified, and that it will perform function for which it15
is intended16
2.Will provide same guarantee for substitute item as for product specified17
3.Will coordinate installation of accepted substitution into Work, to include building18
modifications if necessary, making such changes as may be required for Work to be19
complete in all respects20
4.Waives all claims for additional costs related to substitution which subsequently21
arise22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]23
1.11 FIELD [SITE] CONDITIONS [NOT USED]24
1.12 WARRANTY [NOT USED]25
PART 2 -PRODUCTS [NOT USED]26
PART 3 -EXECUTION [NOT USED]27
END OF SECTION28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
EXHIBIT A1
REQUEST FOR SUBSTITUTION FORM:2
3
TO:4
PROJECT: DATE:5
We hereby submit for your consideration the following product instead of the specified item for6
the above project:7
SECTION PARAGRAPH SPECIFIED ITEM8
9
10
Proposed Substitution:11
Reason for Substitution:12
Include complete information on changes to Drawings and/or Specifications which proposed13
substitution will require for its proper installation.14
15
Fill in Blanks Below:16
A. Will the undersigned contractor pay for changes to the building design, including engineering17
and detailing costs caused by the requested substitution?18
19
20
B. What effect does substitution have on other trades?21
22
23
C. Differences between proposed substitution and specified item?24
25
26
D. Differences in product cost or product delivery time?27
28
29
E. Manufacturer's guarantees of the proposed and specified items are:30
31
Equal Better (explain on attachment)32
The undersigned states that the function, appearance and quality are equivalent or superior to the33
specified item.34
Submitted By:For Use by City35
36
Signature Recommended Recommended37
as noted38
39
Firm Not recommended Received late40
Address By41
Date42
Date Remarks43
Telephone44
45
For Use by City:46
47
Approved Rejected48
City Date49
01 31 19 - 1
DAP Preconstruction Meeting
Page 1 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 31 191
PRECONSTRUCTION MEETING2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Provisions for the preconstruction meeting to be held prior to the start of Work to6
clarify construction contract administration procedures7
B. Deviations from this City of Fort Worth Standard Specification8
1. No construction schedule required unless requested by the City.9
C. Related Specification Sections include, but are not necessarily limited to:10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract11
2. Division 1 – General Requirements12
1.2 PRICE AND PAYMENT PROCEDURES13
A. Measurement and Payment14
1. Work associated with this Item is considered subsidiary to the various items bid. No15
separate payment will be allowed for this Item.16
1.3 REFERENCES [NOT USED]17
1.4 ADMINISTRATIVE REQUIREMENTS18
A. Coordination19
1. Attend preconstruction meeting.20
2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be21
qualified and authorized to act on behalf of the entity each represents.22
3. Meeting administered by City may be tape recorded.23
a. If recorded, tapes will be used to prepare minutes and retained by City for future24
reference.25
B. Preconstruction Meeting26
1. A preconstruction meeting will be held within 14 days after the delivery of the27
distribution package to the City.28
The meeting will be scheduled and administered by the City.29
1.The Project Representative will preside at the meeting, prepare the notes of the30
meeting and distribute copies of same to all participants who so request by fully31
completing the attendance form to be circulated at the beginning of the meeting.32
2.Attendance shall include:33
a.Developer and Consultant34
b.Contractor's project manager35
c.Contractor's superintendent36
d.Any subcontractor or supplier representatives whom the Contractor may desire37
to invite or the City may request38
39
01 31 19 - 2
DAP Preconstruction Meeting
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
e.Other City representatives1
f.Others as appropriate2
3.Preliminary Agenda may include:3
a.Introduction of Project Personnel4
b.General Description of Project5
c.Status of right-of-way, utility clearances, easements or other pertinent permits6
d.Contractor’s work plan and schedule7
e.Contract Time8
f.Notice to Proceed9
g.Construction Staking10
h.Progress Payments11
i.Extra Work and Change Order Procedures12
j.Field Orders13
k.Disposal Site Letter for Waste Material14
l.Insurance Renewals15
m.Payroll Certification16
n.Material Certifications and Quality Control Testing17
o.Public Safety and Convenience18
p.Documentation of Pre-Construction Conditions19
q.Weekend Work Notification20
r.Legal Holidays21
s.Trench Safety Plans22
t.Confined Space Entry Standards23
u.Coordination with the City’s representative for operations of existing water24
systems25
v.Storm Water Pollution Prevention Plan26
w.Coordination with other Contractors27
x.Early Warning System28
y.Contractor Evaluation29
z.Special Conditions applicable to the project30
aa.Damages Claims31
bb.Submittal Procedures32
cc.Substitution Procedures33
dd.Correspondence Routing34
ee.Record Drawings35
ff.Temporary construction facilities36
gg.MBE/SBE procedures37
hh.Final Acceptance38
ii. Final Payment39
jj.Questions or Comments40
01 31 19 - 3
DAP Preconstruction Meeting
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1.5 SUBMITTALS [NOT USED]1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]2
1.7 CLOSEOUT SUBMITTALS [NOT USED]3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]4
1.9 QUALITY ASSURANCE [NOT USED]5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]6
1.11 FIELD [SITE] CONDITIONS [NOT USED]7
1.12 WARRANTY [NOT USED]8
PART 2 - PRODUCTS [NOT USED]9
PART 3 - EXECUTION [NOT USED]10
END OF SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
14
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH Public Wtr Improvements to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH Public Wtr Improvements to serve Alliance Center North - 8
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No.
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00- 1
DAP Submittals
Page 1 of 8
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 33 001
DAP SUBMITTALS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. General methods and requirements of submissions applicable to the following6
Work-related submittals:7
a. Shop Drawings8
b. Product Data (including Standard Product List submittals)9
c. Samples10
d. Mock Ups11
B. Deviations from this City of Fort Worth Standard Specification12
1. None.13
C. Related Specification Sections include, but are not necessarily limited to:14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract15
2. Division 1 – General Requirements16
1.2 PRICE AND PAYMENT PROCEDURES17
A. Measurement and Payment18
1. Work associated with this Item is considered subsidiary to the various items bid.19
No separate payment will be allowed for this Item.20
1.3 REFERENCES [NOT USED]21
1.4 ADMINISTRATIVE REQUIREMENTS22
A. Coordination23
1. Notify the City in writing, at the time of submittal, of any deviations in the24
submittals from the requirements of the Contract Documents.25
2. Coordination of Submittal Times26
a. Prepare, prioritize and transmit each submittal sufficiently in advance of27
performing the related Work or other applicable activities, or within the time28
specified in the individual Work Sections, of the Specifications.29
b. Contractor is responsible such that the installation will not be delayed by30
processing times including, but not limited to:31
a) Disapproval and resubmittal (if required)32
b) Coordination with other submittals33
c) Testing34
d) Purchasing35
e) Fabrication36
f) Delivery37
Similar sequenced activities38
c.No extension of time will be authorized because of the Contractor's failure to39
transmit submittals sufficiently in advance of the Work.40
01 33 00- 2
DAP Submittals
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
d.Make submittals promptly in accordance with approved schedule, and in1
such sequence as to cause no delay in the Work or in the work of any other2
contractor.3
A.Submittal Numbering4
1.When submitting shop drawings or samples, utilize a 9-character submittal5
cross-reference identification numbering system in the following manner:6
a.Use the first 6 digits of the applicable Specification Section Number.7
b.For the next 2 digits number use numbers 01-99 to sequentially number8
each initial separate item or drawing submitted under each specific Section9
number.10
c.Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.11
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical12
submittal number would be as follows:13
14
03 30 00-08-B15
16
1)03 30 00 is the Specification Section for Concrete17
2)08 is the eighth initial submittal under this Specification Section18
3)B is the third submission (second resubmission) of that particular shop19
drawing20
B.Contractor Certification21
1.Review shop drawings, product data and samples, including those by22
subcontractors, prior to submission to determine and verify the following:23
a.Field measurements24
b.Field construction criteria25
c.Catalog numbers and similar data26
d.Conformance with the Contract Documents27
2.Provide each shop drawing, sample and product data submitted by the28
Contractor with a Certification Statement affixed including:29
a.The Contractor's Company name30
b.Signature of submittal reviewer31
c.Certification Statement32
1)“By this submittal, I hereby represent that I have determined and33
verified field measurements, field construction criteria, materials,34
dimensions, catalog numbers and similar data and I have checked and35
coordinated each item with other applicable approved shop drawings."36
C.Submittal Format37
1.Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.38
2.Bind shop drawings and product data sheets together.39
3.Order40
a.Cover Sheet41
1)Description of Packet42
2)Contractor Certification43
b.List of items / Table of Contents44
c.Product Data /Shop Drawings/Samples /Calculations45
01 33 00- 3
DAP Submittals
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
D.Submittal Content1
1.The date of submission and the dates of any previous submissions2
2.The Project title and number3
3.Contractor identification4
4.The names of:5
a.Contractor6
b.Supplier7
c.Manufacturer8
5.Identification of the product, with the Specification Section number, page and9
paragraph(s)10
6.Field dimensions, clearly identified as such11
7.Relation to adjacent or critical features of the Work or materials12
8.Applicable standards, such as ASTM or Federal Specification numbers13
9.Identification by highlighting of deviations from Contract Documents14
10.Identification by highlighting of revisions on resubmittals15
11.An 8-inch x 3-inch blank space for Contractor and City stamps16
E.Shop Drawings17
1.As specified in individual Work Sections includes, but is not necessarily limited18
to:19
a.Custom-prepared data such as fabrication and erection/installation20
(working) drawings21
b.Scheduled information22
c.Setting diagrams23
d.Actual shopwork manufacturing instructions24
e.Custom templates25
f.Special wiring diagrams26
g.Coordination drawings27
h.Individual system or equipment inspection and test reports including:28
1) Performance curves and certifications29
i. As applicable to the Work30
2. Details31
a. Relation of the various parts to the main members and lines of the structure32
b. Where correct fabrication of the Work depends upon field measurements33
Provide such measurements and note on the drawings prior to submitting for34
approval.35
F.Product Data36
1.For submittals of product data for products included on the City’s Standard Product37
List, clearly identify each item selected for use on the Project.38
2.For submittals of product data for products not included on the City’s Standard39
Product List, submittal data may include, but is not necessarily limited to:40
a.Standard prepared data for manufactured products (sometimes referred to as41
catalog data)42
01 33 00- 4
DAP Submittals
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1)Such as the manufacturer's product specification and installation1
instructions2
2)Availability of colors and patterns3
3)Manufacturer's printed statements of compliances and applicability4
4)Roughing-in diagrams and templates5
5)Catalog cuts6
6)Product photographs7
7)Standard wiring diagrams8
8) Printed performance curves and operational-range diagrams9
9) Production or quality control inspection and test reports and certifications10
10) Mill reports11
11) Product operating and maintenance instructions and recommended12
spare-parts listing and printed product warranties13
12) As applicable to the Work14
H. Samples15
1. As specified in individual Sections, include, but are not necessarily limited to:16
a. Physical examples of the Work such as:17
1) Sections of manufactured or fabricated Work18
2) Small cuts or containers of materials19
3) Complete units of repetitively used products color/texture/pattern swatches20
and range sets21
4) Specimens for coordination of visual effect22
5) Graphic symbols and units of Work to be used by the City for independent23
inspection and testing, as applicable to the Work24
I. Do not start Work requiring a shop drawing, sample or product data nor any material to25
be fabricated or installed prior to the approval or qualified approval of such item.26
1. Fabrication performed, materials purchased or on-site construction accomplished27
which does not conform to approved shop drawings and data is at the Contractor's28
risk.29
2. The City will not be liable for any expense or delay due to corrections or remedies30
required to accomplish conformity.31
3. Complete project Work, materials, fabrication, and installations in conformance32
with approved shop drawings, applicable samples, and product data.33
J. Submittal Distribution34
1. Electronic Distribution35
a. Confirm development of Project directory for electronic submittals to be36
uploaded to City’s Buzzsaw site, or another external FTP site approved by the37
City.38
b. Shop Drawings39
1) Upload submittal to designated project directory and notify appropriate40
City representatives via email of submittal posting.41
2) Hard Copies42
a) 3 copies for all submittals43
b) If Contractor requires more than 1 hard copy of Shop Drawings44
returned, Contractor shall submit more than the number of copies listed45
above.46
c. Product Data47
01 33 00- 5
DAP Submittals
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1) Upload submittal to designated project directory and notify appropriate1
City representatives via email of submittal posting.2
2) Hard Copies3
a) 3 copies for all submittals4
d. Samples5
1) Distributed to the Project Representative6
2. Hard Copy Distribution (if required in lieu of electronic distribution)7
8
9
a.Shop Drawings10
1)Distributed to the City11
2)Copies12
a.8 copies for mechanical submittals13
b.7 copies for all other submittals14
c.If Contractor requires more than 3 copies of Shop Drawings15
returned, Contractor shall submit more than the number of copies16
listed above.17
b.Product Data18
1)Distributed to the City19
2)Copies20
a)4 copies21
c.Samples22
1)Distributed to the Project Representative23
2)Copies24
a)Submit the number stated in the respective Specification Sections.25
3.Distribute reproductions of approved shop drawings and copies of approved26
product data and samples, where required, to the job site file and elsewhere as27
directed by the City.28
a.Provide number of copies as directed by the City but not exceeding the29
number previously specified.30
K. Submittal Review31
1. The review of shop drawings, data and samples will be for general conformance32
with the design concept and Contract Documents. This is not to be construed as:33
a. Permitting any departure from the Contract requirements34
b. Relieving the Contractor of responsibility for any errors, including details,35
dimensions, and materials36
c. Approving departures from details furnished by the City, except as otherwise37
provided herein38
2. The review and approval of shop drawings, samples or product data by the City39
does not relieve the Contractor from his/her responsibility with regard to the40
fulfillment of the terms of the Contract.41
a. All risks of error and omission are assumed by the Contractor, and the City will42
have no responsibility therefore.43
3. The Contractor remains responsible for details and accuracy, for coordinating the44
Work with all other associated work and trades, for selecting fabrication processes,45
for techniques of assembly and for performing Work in a safe manner.46
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4. If the shop drawings, data or samples as submitted describe variations and show a1
departure from the Contract requirements which City finds to be in the interest of2
the City and to be so minor as not to involve a change in Contract Price or time for3
performance, the City may return the reviewed drawings without noting an4
exception.5
5. Submittals will be returned to the Contractor under 1 of the following codes:6
a. Code 17
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or8
comments on the submittal.9
a. When returned under this code the Contractor may release the10
equipment and/or material for manufacture.11
b. Code 212
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of13
the notations and comments IS NOT required by the Contractor.14
a. The Contractor may release the equipment or material for manufacture;15
however, all notations and comments must be incorporated into the16
final product.17
c. Code 318
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is19
assigned when notations and comments are extensive enough to require a20
resubmittal of the package.21
a) The Contractor may release the equipment or material for manufacture;22
however, all notations and comments must be incorporated into the23
final product.24
b) This resubmittal is to address all comments, omissions and25
non-conforming items that were noted.26
c) Resubmittal is to be received by the City within 15 Calendar Days of27
the date of the City's transmittal requiring the resubmittal.28
d. Code 429
1) "NOT APPROVED" is assigned when the submittal does not meet the30
intent of the Contract Documents.31
a) The Contractor must resubmit the entire package revised to bring the32
submittal into conformance.33
b) It may be necessary to resubmit using a different manufacturer/vendor34
to meet the Contract Documents.35
6. Resubmittals36
a. Handled in the same manner as first submittals37
1) Corrections other than requested by the City38
2) Marked with revision triangle or other similar method39
a) At Contractor’s risk if not marked40
b. Submittals for each item will be reviewed no more than twice at the City’s41
expense.42
1) All subsequent reviews will be performed at times convenient to the City43
and at the Contractor's expense, based on the City's or City44
Representative’s then prevailing rates.45
2) Provide Contractor reimbursement to the City within 30 Calendar Days for46
all such fees invoiced by the City.47
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
c. The need for more than 1 resubmission or any other delay in obtaining City's1
review of submittals, will not entitle the Contractor to an extension of Contract2
Time.3
7. Partial Submittals4
a. City reserves the right to not review submittals deemed partial, at the City’s5
discretion.6
b. Submittals deemed by the City to be not complete will be returned to the7
Contractor, and will be considered "Not Approved" until resubmitted.8
c. The City may at its option provide a list or mark the submittal directing the9
Contractor to the areas that are incomplete.10
8. If the Contractor considers any correction indicated on the shop drawings to11
constitute a change to the Contract Documents, then written notice must be12
provided thereof to the Developer at least 7 Calendar Days prior to release for13
manufacture.14
9. When the shop drawings have been completed to the satisfaction of the City, the15
Contractor may carry out the construction in accordance therewith and no further16
changes therein except upon written instructions from the City.17
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days18
following receipt of submittal by the City.19
L. Mock ups20
1. Mock Up units as specified in individual Sections, include, but are not necessarily21
limited to, complete units of the standard of acceptance for that type of Work to be22
used on the Project. Remove at the completion of the Work or when directed.23
M. Qualifications24
If specifically required in other Sections of these Specifications, submit a P.E.25
Certification for each item required.26
N. Request for Information (RFI)27
1. Contractor Request for additional information28
a. Clarification or interpretation of the contract documents29
b. When the Contractor believes there is a conflict between Contract Documents30
c. When the Contractor believes there is a conflict between the Drawings and31
Specifications32
1) Identify the conflict and request clarification33
2. Sufficient information shall be attached to permit a written response without further34
information.35
36
37
38
39
1.5 SUBMITTALS [NOT USED]40
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]41
1.7 CLOSEOUT SUBMITTALS [NOT USED]42
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]43
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Revised April 7, 2014
1.9 QUALITY ASSURANCE [NOT USED]1
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]2
1.11 FIELD [SITE] CONDITIONS [NOT USED]3
1.12 WARRANTY [NOT USED]4
5
6
7
8
PART 2 – PRODUCTS [NOT USED]9
PART 3 - EXECUTION [NOT USED]10
END OF SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
SECTION 01 35 131
SPECIAL PROJECT PROCEDURES2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.The procedures for special project circumstances that includes, but is not limited to:6
a.Coordination with the Texas Department of Transportation7
b.Work near High Voltage Lines8
c.Confined Space Entry Program9
d.Air Pollution Watch Days10
e.Use of Explosives, Drop Weight, Etc.11
f.Water Department Notification12
g.Public Notification Prior to Beginning Construction13
h.Coordination with United States Army Corps of Engineers14
i.Coordination within Railroad permits areas15
j.Dust Control16
k.Employee Parking17
B.Deviations from this City of Fort Worth Standard Specification18
1.None.19
C.Related Specification Sections include, but are not necessarily limited to:20
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract21
2.Division 1 – General Requirements22
3.Section 33 12 25 – Connection to Existing Water Mains23
24
1.2 REFERENCES25
A.Reference Standards26
1.Reference standards cited in this Specification refer to the current reference27
standard published at the time of the latest revision date logged at the end of this28
Specification, unless a date is specifically cited.29
2.Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.30
High Voltage Overhead Lines.31
3.North Central Texas Council of Governments (NCTCOG) – Clean Construction32
Specification33
1.3 ADMINISTRATIVE REQUIREMENTS34
A.Coordination with the Texas Department of Transportation35
1.When work in the right-of-way which is under the jurisdiction of the Texas36
Department of Transportation (TxDOT):37
a.Notify the Texas Department of Transportation prior to commencing any work38
therein in accordance with the provisions of the permit39
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
b.All work performed in the TxDOT right-of-way shall be performed in1
compliance with and subject to approval from the Texas Department of2
Transportation3
B.Work near High Voltage Lines4
1.Regulatory Requirements5
a.All Work near High Voltage Lines (more than 600 volts measured between6
conductors or between a conductor and the ground) shall be in accordance with7
Health and Safety Code, Title 9, Subtitle A, Chapter 752.8
2.Warning sign9
a.Provide sign of sufficient size meeting all OSHA requirements.10
3.Equipment operating within 10 feet of high voltage lines will require the following11
safety features12
a.Insulating cage-type of guard about the boom or arm13
b.Insulator links on the lift hook connections for back hoes or dippers14
c.Equipment must meet the safety requirements as set forth by OSHA and the15
safety requirements of the owner of the high voltage lines16
4.Work within 6 feet of high voltage electric lines17
a.Notification shall be given to:18
1)The power company (example: ONCOR)19
a)Maintain an accurate log of all such calls to Power Company and20
record action taken in each case.21
b.Coordination with Power Company22
1)After notification coordinate with the power company to:23
a)Erect temporary mechanical barriers, de-energize the lines, or raise or24
lower the lines25
c.No personnel may work within 6 feet of a high voltage line before the above26
requirements have been met.27
C.Confined Space Entry Program28
1.Provide and follow approved Confined Space Entry Program in accordance with29
OSHA requirements.30
2.Confined Spaces include:31
a.Manholes32
b.All other confined spaces in accordance with OSHA’s Permit Required for33
Confined Spaces34
D.Use of Explosives, Drop Weight, Etc.35
1.When Contract Documents permit on the project the following will apply:36
a.Public Notification37
1)Submit notice to City and proof of adequate insurance coverage, 24 hours38
prior to commencing.39
2)Minimum 24 hour public notification in accordance with Section 01 31 1340
E.Water Department Coordination41
1.During the construction of this project, it will be necessary to deactivate, for a42
period of time, existing lines. The Contractor shall be required to coordinate with43
the Water Department to determine the best times for deactivating and activating44
those lines.45
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
2.Coordinate any event that will require connecting to or the operation of an existing1
City water line system with the City’s representative.2
a.Coordination shall be in accordance with Section 33 12 25.3
b.If needed, obtain a hydrant water meter from the Water Department for use4
during the life of named project.5
c.In the event that a water valve on an existing live system be turned off and on6
to accommodate the construction of the project is required, coordinate this7
activity through the appropriate City representative.8
1)Do not operate water line valves of existing water system.9
a)Failure to comply will render the Contractor in violation of Texas Penal10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor11
will be prosecuted to the full extent of the law.12
b)In addition, the Contractor will assume all liabilities and13
responsibilities as a result of these actions.14
F.Public Notification Prior to Beginning Construction15
1.Prior to beginning construction on any block in the project, on a block-by-block16
basis, prepare and deliver a notice or flyer of the pending construction to the front17
door of each residence or business that will be impacted by construction. The notice18
shall be prepared as follows:19
a.Post notice or flyer 7 days prior to beginning any construction activity on each20
block in the project area.21
1)Prepare flyer on the Contractor’s letterhead and include the following22
information:23
a)Name of Project24
b)City Project No (CPN)25
c)Scope of Project (i.e. type of construction activity)26
d)Actual construction duration within the block27
e)Name of the contractor’s foreman and phone number28
f)Name of the City’s inspector and phone number29
g)City’s after-hours phone number30
2)A sample of the ‘pre-construction notification’ flyer is attached as Exhibit31
A.32
3)Submit schedule showing the construction start and finish time for each33
block of the project to the inspector.34
4)Deliver flyer to the City Inspector for review prior to distribution.35
b.No construction will be allowed to begin on any block until the flyer is36
delivered to all residents of the block.37
G.Public Notification of Temporary Water Service Interruption during Construction38
1.In the event it becomes necessary to temporarily shut down water service to39
residents or businesses during construction, prepare and deliver a notice or flyer of40
the pending interruption to the front door of each affected resident.41
2.Prepared notice as follows:42
a.The notification or flyer shall be posted 24 hours prior to the temporary43
interruption.44
b.Prepare flyer on the contractor’s letterhead and include the following45
information:46
1)Name of the project47
2)City Project Number48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
3)Date of the interruption of service1
4)Period the interruption will take place2
5)Name of the contractor’s foreman and phone number3
6)Name of the City’s inspector and phone number4
c.A sample of the temporary water service interruption notification is attached as5
Exhibit B.6
d.Deliver a copy of the temporary interruption notification to the City inspector7
for review prior to being distributed.8
e.No interruption of water service can occur until the flyer has been delivered to9
all affected residents and businesses.10
f.Electronic versions of the sample flyers can be obtained from the Project11
Construction Inspector.12
H.Coordination with United States Army Corps of Engineers (USACE)13
1.At locations in the Project where construction activities occur in areas where14
USACE permits are required, meet all requirements set forth in each designated15
permit.16
I.Coordination within Railroad Permit Areas17
1.At locations in the project where construction activities occur in areas where18
railroad permits are required, meet all requirements set forth in each designated19
railroad permit. This includes, but is not limited to, provisions for:20
a.Flagmen21
b.Inspectors22
c.Safety training23
d.Additional insurance24
e.Insurance certificates25
f.Other employees required to protect the right-of-way and property of the26
Railroad Company from damage arising out of and/or from the construction of27
the project. Proper utility clearance procedures shall be used in accordance28
with the permit guidelines.29
2.Obtain any supplemental information needed to comply with the railroad’s30
requirements.31
J.Dust Control32
1.Use acceptable measures to control dust at the Site.33
a.If water is used to control dust, capture and properly dispose of waste water.34
b.If wet saw cutting is performed, capture and properly dispose of slurry.35
K.Employee Parking36
1.Provide parking for employees at locations approved by the City.37
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
1.4 SUBMITTALS [NOT USED]1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]2
1.6 CLOSEOUT SUBMITTALS [NOT USED]3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]4
1.8 QUALITY ASSURANCE [NOT USED]5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]6
1.10 FIELD [SITE] CONDITIONS [NOT USED]7
1.11 WARRANTY [NOT USED]8
PART 2 -PRODUCTS [NOT USED]9
PART 3 -EXECUTION [NOT USED]10
END OF SECTION11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
EXHIBIT A1
(To be printed on Contractor’s Letterhead)2
3
4
5
Date:6
7
CPN No.:8
Project Name:9
Mapsco Location:10
Limits of Construction:11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR18
PROPERTY.19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE21
OF THIS NOTICE.22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER24
ISSUE, PLEASE CALL:25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>28
29
OR30
31
Mr. <CITY INSPECTOR> AT <TELEPHONE NO.>32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 830634
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL36
37
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised August 30, 2013
EXHIBIT B1
2
3
4
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 45 231
TESTING AND INSPECTION SERVICES2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Testing and inspection services procedures and coordination6
B. Deviations from this City of Fort Worth Standard Specification7
1. None.8
C. Related Specification Sections include, but are not necessarily limited to:9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract10
2. Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A. Measurement and Payment13
1. Work associated with this Item is considered subsidiary to the various Items bid.14
No separate payment will be allowed for this Item.15
a. Contractor is responsible for performing, coordinating, and payment of all16
Quality Control testing.17
b. City is responsible for performing and payment for first set of Quality18
Assurance testing.19
1) If the first Quality Assurance test performed by the City fails, the20
Contractor is responsible for payment of subsequent Quality Assurance21
testing until a passing test occurs.22
a) Final acceptance will not be issued by City until all required payments23
for testing by Contractor have been paid in full.24
1.3 REFERENCES [NOT USED]25
1.4 ADMINISTRATIVE REQUIREMENTS26
A. Testing27
1. Complete testing in accordance with the Contract Documents.28
2. Coordination29
a. When testing is required to be performed by the City, notify City, sufficiently30
in advance, when testing is needed.31
b. When testing is required to be completed by the Contractor, notify City,32
sufficiently in advance, that testing will be performed.33
3. Distribution of Testing Reports34
a. Electronic Distribution35
1) Confirm development of Project directory for electronic submittals to be36
uploaded to City’s Buzzsaw site, or another form of distribution approved37
by the City.38
39
40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1)Upload test reports to designated project directory and notify appropriate1
City representatives via email of submittal posting.2
2)Hard Copies3
a)1 copy for all submittals submitted to the Project Representative4
b. Hard Copy Distribution (if required in lieu of electronic distribution)5
1)Tests performed by City6
a)Distribute 1 hard copy to the Contractor7
2)Tests performed by the Contractor8
a)Distribute 3 hard copies to City’s Project Representative9
4. Provide City’s Project Representative with trip tickets for each delivered10
load of Concrete or Lime material including the following information:11
a. Name of pit12
b. Date of delivery13
c. Material delivered14
B. Inspection15
1. Inspection or lack of inspection does not relieve the Contractor from obligation to16
perform work in accordance with the Contract Documents.17
1.5 SUBMITTALS [NOT USED]18
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]19
1.7 CLOSEOUT SUBMITTALS [NOT USED]20
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]21
1.9 QUALITY ASSURANCE [NOT USED]22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]23
1.11 FIELD [SITE] CONDITIONS [NOT USED]24
1.12 WARRANTY [NOT USED]25
PART 2 - PRODUCTS [NOT USED]26
PART 3 - EXECUTION [NOT USED]27
END OF SECTION28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 50 001
TEMPORARY FACILITIES AND CONTROLS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Provide temporary facilities and controls needed for the Work including, but not6
necessarily limited to:7
a. Temporary utilities8
b. Sanitary facilities9
c. Storage Sheds and Buildings10
d. Dust control11
e. Temporary fencing of the construction site12
B. Deviations from this City of Fort Worth Standard Specification13
1. None.14
C. Related Specification Sections include, but are not necessarily limited to:15
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract16
2. Division 1 – General Requirements17
1.2 PRICE AND PAYMENT PROCEDURES18
A. Measurement and Payment19
1. Work associated with this Item is considered subsidiary to the various Items bid.20
No separate payment will be allowed for this Item.21
1.3 REFERENCES [NOT USED]22
1.4 ADMINISTRATIVE REQUIREMENTS23
A. Temporary Utilities24
1. Obtaining Temporary Service25
a. Make arrangements with utility service companies for temporary services.26
b. Abide by rules and regulations of utility service companies or authorities27
having jurisdiction.28
c. Be responsible for utility service costs until Work is approved for Final29
Acceptance.30
1) Included are fuel, power, light, heat and other utility services necessary for31
execution, completion, testing and initial operation of Work.32
2. Water33
a. Contractor to provide water required for and in connection with Work to be34
performed and for specified tests of piping, equipment, devices or other use as35
required for the completion of the Work.36
b. Provide and maintain adequate supply of potable water for domestic37
consumption by Contractor personnel and City’s Project Representatives.38
c. Coordination39
1) Contact City 1 week before water for construction is desired40
41
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
d. Contractor Payment for Construction Water1
1) Obtain construction water meter from City for payment as billed by City’s2
established rates.3
3. Electricity and Lighting4
a. Provide and pay for electric powered service as required for Work, including5
testing of Work.6
Provide power for lighting, operation of equipment, or other use.7
b. Electric power service includes temporary power service or generator to8
maintain operations during scheduled shutdown.9
4. Telephone10
a. Provide emergency telephone service at Site for use by Contractor personnel11
and others performing work or furnishing services at Site.12
5. Temporary Heat and Ventilation13
a. Provide temporary heat as necessary for protection or completion of Work.14
b. Provide temporary heat and ventilation to assure safe working conditions.15
B. Sanitary Facilities16
1. Provide and maintain sanitary facilities for persons on Site.17
a. Comply with regulations of State and local departments of health.18
2. Enforce use of sanitary facilities by construction personnel at job site.19
a. Enclose and anchor sanitary facilities.20
b. No discharge will be allowed from these facilities.21
c. Collect and store sewage and waste so as not to cause nuisance or health22
problem.23
d. Haul sewage and waste off-site at no less than weekly intervals and properly24
dispose in accordance with applicable regulation.25
3. Locate facilities near Work Site and keep clean and maintained throughout Project.26
4. Remove facilities at completion of Project27
C. Storage Sheds and Buildings28
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor29
above ground level for materials and equipment susceptible to weather damage.30
2. Storage of materials not susceptible to weather damage may be on blocks off31
ground.32
3. Store materials in a neat and orderly manner.33
a. Place materials and equipment to permit easy access for identification,34
inspection and inventory.35
4. Equip building with lockable doors and lighting, and provide electrical service for36
equipment space heaters and heating or ventilation as necessary to provide storage37
environments acceptable to specified manufacturers.38
5. Fill and grade site for temporary structures to provide drainage away from39
temporary and existing buildings.40
6. Remove building from site prior to Final Acceptance.41
D. Temporary Fencing42
1. Provide and maintain for the duration or construction when required in contract43
documents44
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
E. Dust Control1
1. Contractor is responsible for maintaining dust control through the duration of the2
project.3
a. Contractor remains on-call at all times4
b. Must respond in a timely manner5
F. Temporary Protection of Construction6
1. Contractor or subcontractors are responsible for protecting Work from damage due7
to weather.8
1.5 SUBMITTALS [NOT USED]9
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]10
1.7 CLOSEOUT SUBMITTALS [NOT USED]11
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]12
1.9 QUALITY ASSURANCE [NOT USED]13
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]14
1.11 FIELD [SITE] CONDITIONS [NOT USED]15
1.12 WARRANTY [NOT USED]16
PART 2 - PRODUCTS [NOT USED]17
PART 3 - EXECUTION [NOT USED]18
3.1 INSTALLERS [NOT USED]19
3.2 EXAMINATION [NOT USED]20
3.3 PREPARATION [NOT USED]21
3.4 INSTALLATION22
A. Temporary Facilities23
1. Maintain all temporary facilities for duration of construction activities as needed.24
3.5 [REPAIR] / [RESTORATION]25
3.6 RE-INSTALLATION26
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]27
3.8 SYSTEM STARTUP [NOT USED]28
3.9 ADJUSTING [NOT USED]29
3.10 CLEANING [NOT USED]30
3.11 CLOSEOUT ACTIVITIES31
A. Temporary Facilities32
33
34
35
01 50 00- 4
DAP Temporary Facilities and Controls
Page 4 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North – 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1.Remove all temporary facilities and restore area after completion of the Work,1
to a condition equal to or better than prior to start of Work.2
3.12 PROTECTION [NOT USED]3
3.13 MAINTENANCE [NOT USED]4
3.14 ATTACHMENTS [NOT USED]5
END OF SECTION6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26- 1
DAP Street Use Permit and Modifications to Traffic Control
Page 1 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. 103762
Revised April 7, 2014
SECTION 01 55 261
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Administrative procedures for:6
a. Street Use Permit7
b. Modification of approved traffic control8
c. Removal of Street Signs9
B. Deviations from this City of Fort Worth Standard Specification10
1. None.11
C. Related Specification Sections include, but are not necessarily limited to:12
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract13
2. Division 1 – General Requirements14
3. Section 34 71 13 – Traffic Control15
1.2 PRICE AND PAYMENT PROCEDURES16
A. Measurement and Payment17
1. Work associated with this Item is considered subsidiary to the various Items bid.18
No separate payment will be allowed for this Item.19
1.3 REFERENCES20
A. Reference Standards21
1. Reference standards cited in this specification refer to the current reference standard22
published at the time of the latest revision date logged at the end of this23
specification, unless a date is specifically cited.24
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).25
1.4 ADMINISTRATIVE REQUIREMENTS26
A. Traffic Control27
1. General28
a. When traffic control plans are included in the Drawings, provide Traffic29
Control in accordance with Drawings and Section 34 71 13.30
b. When traffic control plans are not included in the Drawings, prepare traffic31
control plans in accordance with Section 34 71 13 and submit to City for32
review.33
1) Allow minimum 10 working days for review of proposed Traffic Control.34
B. Street Use Permit35
1. Prior to installation of Traffic Control, a City Street Use Permit is required.36
a. To obtain Street Use Permit, submit Traffic Control Plans to City37
Transportation and Public Works Department.38
39
01 55 26- 2
DAP Street Use Permit and Modifications to Traffic Control
Page 2 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. 103762
Revised April 7, 2014
1
2
1)Allow a minimum of 5 working days for permit review.3
2)Contractor’s responsibility to coordinate review of Traffic Control plans for4
Street Use Permit, such that construction is not delayed.5
C. Modification to Approved Traffic Control6
1. Prior to installation traffic control:7
a. Submit revised traffic control plans to City Department Transportation and8
Public Works Department.9
1) Revise Traffic Control plans in accordance with Section 34 71 13.10
2) Allow minimum 5 working days for review of revised Traffic Control.11
3) It is the Contractor’s responsibility to coordinate review of Traffic Control12
plans for Street Use Permit, such that construction is not delayed.13
D. Removal of Street Sign14
1. If it is determined that a street sign must be removed for construction, then contact15
City Transportation and Public Works Department, Signs and Markings Division to16
remove the sign.17
E. Temporary Signage18
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting19
requirements of the latest edition of the Texas Manual on Uniform Traffic Control20
Devices (MUTCD).21
2. Install temporary sign before the removal of permanent sign.22
3. When construction is complete, to the extent that the permanent sign can be23
reinstalled, contact the City Transportation and Public Works Department, Signs24
and Markings Division, to reinstall the permanent sign.25
F. Traffic Control Standards26
1. Traffic Control Standards can be found on the City’s Buzzsaw website.27
1.5 SUBMITTALS [NOT USED]28
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]29
1.7 CLOSEOUT SUBMITTALS [NOT USED]30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]31
1.9 QUALITY ASSURANCE [NOT USED]32
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]33
1.11 FIELD [SITE] CONDITIONS [NOT USED]34
1.12 WARRANTY [NOT USED]35
PART 2 - PRODUCTS [NOT USED]36
PART 3 - EXECUTION [NOT USED]37
END OF SECTION38
01 55 26- 3
DAP Street Use Permit and Modifications to Traffic Control
Page 3 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. 103762
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised July 1, 2011
SECTION 01 57 131
STORM WATER POLLUTION PREVENTION2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.Procedures for Storm Water Pollution Prevention Plans6
B.Deviations from this City of Fort Worth Standard Specification7
1.None.8
C.Related Specification Sections include, but are not necessarily limited to:9
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the10
Contract11
2.Division 1 – General Requirements12
3.Section 31 25 00 – Erosion and Sediment Control13
1.2 PRICE AND PAYMENT PROCEDURES14
A.Measurement and Payment15
1.Construction Activities resulting in less than 1 acre of disturbance16
a.Work associated with this Item is considered subsidiary to the various Items17
bid. No separate payment will be allowed for this Item.18
2.Construction Activities resulting in greater than 1 acre of disturbance19
a.Measurement and Payment shall be in accordance with Section 31 25 00.20
1.3 REFERENCES21
A.Abbreviations and Acronyms22
1.Notice of Intent: NOI23
2.Notice of Termination: NOT24
3.Storm Water Pollution Prevention Plan: SWPPP25
4.Texas Commission on Environmental Quality: TCEQ26
5.Notice of Change: NOC27
A.Reference Standards28
1.Reference standards cited in this Specification refer to the current reference29
standard published at the time of the latest revision date logged at the end of this30
Specification, unless a date is specifically cited.31
2.Integrated Storm Management (iSWM) Technical Manual for Construction32
Controls33
1.4 ADMINISTRATIVE REQUIREMENTS34
A.General35
1.Contractor is responsible for resolution and payment of any fines issued associated36
with compliance to Stormwater Pollution Prevention Plan.37
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised July 1, 2011
B.Construction Activities resulting in:1
1.Less than 1 acre of disturbance2
a.Provide erosion and sediment control in accordance with Section 31 25 00 and3
Drawings.4
2.1 to less than 5 acres of disturbance5
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction6
Permit is required7
b.Complete SWPPP in accordance with TCEQ requirements8
1)TCEQ Small Construction Site Notice Required under general permit9
TXR15000010
a)Sign and post at job site11
b)Prior to Preconstruction Meeting, send 1 copy to City Department of12
Transportation and Public Works, Environmental Division, (817) 392-13
6088.14
2)Provide erosion and sediment control in accordance with:15
a)Section 31 25 0016
b)The Drawings17
c)TXR150000 General Permit18
d)SWPPP19
e)TCEQ requirements20
3.5 acres or more of Disturbance21
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction22
Permit is required23
b.Complete SWPPP in accordance with TCEQ requirements24
1)Prepare a TCEQ NOI form and submit to TCEQ along with required fee25
a)Sign and post at job site26
b)Send copy to City Department of Transportation and Public Works,27
Environmental Division, (817) 392-6088.28
2)TCEQ Notice of Change required if making changes or updates to NOI29
3)Provide erosion and sediment control in accordance with:30
a)Section 31 25 0031
b)The Drawings32
c)TXR150000 General Permit33
d)SWPPP34
e)TCEQ requirements35
4)Once the project has been completed and all the closeout requirements of36
TCEQ have been met a TCEQ Notice of Termination can be submitted.37
a)Send copy to City Department of Transportation and Public Works,38
Environmental Division, (817) 392-6088.39
1.5 SUBMITTALS40
A.SWPPP41
1.Submit in accordance with Section 01 33 00, except as stated herein.42
a.Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City43
as follows:44
1)1 copy to the City Project Manager45
a)City Project Manager will forward to the City Department of46
Transportation and Public Works, Environmental Division for review47
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised July 1, 2011
B.Modified SWPPP1
1.If the SWPPP is revised during construction, resubmit modified SWPPP to the City2
in accordance with Section 01 33 00.3
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]4
1.7 CLOSEOUT SUBMITTALS [NOT USED]5
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]6
1.9 QUALITY ASSURANCE [NOT USED]7
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]8
1.11 FIELD [SITE] CONDITIONS [NOT USED]9
1.12 WARRANTY [NOT USED]10
PART 2 -PRODUCTS [NOT USED]11
PART 3 -EXECUTION [NOT USED]12
END OF SECTION13
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00
PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Public Water to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103762
Revised March 9, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
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 available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path;
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 City.
C. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
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 not limited to, that
manufacturer’s standard product.
E. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH Public Water Improvements to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103762
Revised March 9, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00- 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 66 001
PRODUCT STORAGE AND HANDLING REQUIREMENTS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Scheduling of product delivery6
2. Packaging of products for delivery7
3. Protection of products against damage from:8
a. Handling9
b. Exposure to elements or harsh environments10
B. Deviations from this City of Fort Worth Standard Specification11
1. None.12
C. Related Specification Sections include, but are not necessarily limited to:13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract14
2. Division 1 – General Requirements15
1.2 PRICE AND PAYMENT PROCEDURES16
A. Measurement and Payment17
1. Work associated with this Item is considered subsidiary to the various Items bid.18
No separate payment will be allowed for this Item.19
1.3 REFERENCES [NOT USED]20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]21
1.5 SUBMITTALS [NOT USED]22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]23
1.7 CLOSEOUT SUBMITTALS [NOT USED]24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]25
1.9 QUALITY ASSURANCE [NOT USED]26
1.10 DELIVERY AND HANDLING27
A. Delivery Requirements28
1. Schedule delivery of products or equipment as required to allow timely installation29
and to avoid prolonged storage.30
2. Provide appropriate personnel and equipment to receive deliveries.31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site32
for personnel or equipment to receive the delivery.33
34
35
36
01 66 00- 2
DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other1
containers designed and constructed to protect the contents from physical or2
environmental damage.3
5. Clearly and fully mark and identify as to manufacturer, item and installation4
location.5
6. Provide manufacturer's instructions for storage and handling.6
B. Handling Requirements7
1. Handle products or equipment in accordance with these Contract Documents and8
manufacturer’s recommendations and instructions.9
C. Storage Requirements10
1. Store materials in accordance with manufacturer’s recommendations and11
requirements of these Specifications.12
2. Make necessary provisions for safe storage of materials and equipment.13
a. Place loose soil materials and materials to be incorporated into Work to prevent14
damage to any part of Work or existing facilities and to maintain free access at15
all times to all parts of Work and to utility service company installations in16
vicinity of Work.17
3. Keep materials and equipment neatly and compactly stored in locations that will18
cause minimum inconvenience to other contractors, public travel, adjoining owners,19
tenants and occupants.20
a. Arrange storage to provide easy access for inspection.21
4. Restrict storage to areas available on construction site for storage of material and22
equipment as shown on Drawings, or approved by City’s Project Representative.23
5. Provide off-site storage and protection when on-site storage is not adequate.24
a. Provide addresses of and access to off-site storage locations for inspection by25
City’s Project Representative.26
6. Do not use lawns, grass plots or other private property for storage purposes without27
written permission of owner or other person in possession or control of premises.28
7. Store in manufacturers’ unopened containers.29
8. Neatly, safely and compactly stack materials delivered and stored along line of30
Work to avoid inconvenience and damage to property owners and general public31
and maintain at least 3 feet from fire hydrant.32
9. Keep public and private driveways and street crossings open.33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to34
satisfaction of City’s Project Representative.35
a. Total length which materials may be distributed along route of construction at36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s37
Project Representative.38
01 66 00- 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]1
1.12 WARRANTY [NOT USED]2
PART 2 - PRODUCTS [NOT USED]3
PART 3 - EXECUTION4
3.1 INSTALLERS [NOT USED]5
3.2 EXAMINATION [NOT USED]6
3.3 PREPARATION [NOT USED]7
3.4 ERECTION [NOT USED]8
3.5 REPAIR / RESTORATION [NOT USED]9
3.6 RE-INSTALLATION [NOT USED]10
3.7 FIELD [OR] SITE QUALITY CONTROL11
A. Tests and Inspections12
1. Inspect all products or equipment delivered to the site prior to unloading.13
B. Non-Conforming Work14
1. Reject all products or equipment that are damaged, used or in any other way15
unsatisfactory for use on the project.16
3.8 SYSTEM STARTUP [NOT USED]17
3.9 ADJUSTING [NOT USED]18
3.10 CLEANING [NOT USED]19
3.11 CLOSEOUT ACTIVITIES [NOT USED]20
3.12 PROTECTION21
A. Protect all products or equipment in accordance with manufacturer's written directions.22
B. Store products or equipment in location to avoid physical damage to items while in23
storage.24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by25
the manufacturer.26
3.13 MAINTENANCE [NOT USED]27
3.14 ATTACHMENTS [NOT USED]28
END OF SECTION29
30
31
32
01 66 00- 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
2
01 70 00 - 1
MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised November 22, 2016
SECTION 01 70 001
MOBILIZATION AND REMOBILIZATION2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.Mobilization and Demobilization6
a.Mobilization7
1)Transportation of Contractor’s personnel, equipment, and operating supplies8
to the Site9
2)Establishment of necessary general facilities for the Contractor’s operation10
at the Site11
3)Premiums paid for performance and payment bonds12
4)Transportation of Contractor’s personnel, equipment, and operating supplies13
to another location within the designated Site14
5)Relocation of necessary general facilities for the Contractor’s operation15
from 1 location to another location on the Site.16
b.Demobilization17
1)Transportation of Contractor’s personnel, equipment, and operating supplies18
away from the Site including disassembly19
2)Site Clean-up20
3)Removal of all buildings and/or other facilities assembled at the Site for this21
Contract22
c.Mobilization and Demobilization do not include activities for specific items of23
work that are for which payment is provided elsewhere in the contract.24
2.Remobilization25
a.Remobilization for Suspension of Work specifically required in the Contract26
Documents or as required by City includes:27
1)Demobilization28
a)Transportation of Contractor’s personnel, equipment, and operating29
supplies from the Site including disassembly or temporarily securing30
equipment, supplies, and other facilities as designated by the Contract31
Documents necessary to suspend the Work.32
b)Site Clean-up as designated in the Contract Documents33
2)Remobilization34
a)Transportation of Contractor’s personnel, equipment, and operating35
supplies to the Site necessary to resume the Work.36
b)Establishment of necessary general facilities for the Contractor’s37
operation at the Site necessary to resume the Work.38
3)No Payments will be made for:39
a)Mobilization and Demobilization from one location to another on the40
Site in the normal progress of performing the Work.41
b)Stand-by or idle time42
c)Lost profits43
3.Mobilizations and Demobilization for Miscellaneous Projects44
a.Mobilization and Demobilization45
01 70 00 - 2
MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised November 22, 2016
1)Mobilization shall consist of the activities and cost on a Work Order basis1
necessary for:2
a)Transportation of Contractor’s personnel, equipment, and operating3
supplies to the Site for the issued Work Order.4
b)Establishment of necessary general facilities for the Contractor’s5
operation at the Site for the issued Work Order6
2)Demobilization shall consist of the activities and cost necessary for:7
a)Transportation of Contractor’s personnel, equipment, and operating8
supplies from the Site including disassembly for each issued Work9
Order10
b)Site Clean-up for each issued Work Order11
c)Removal of all buildings or other facilities assembled at the Site for12
each Work Oder13
b.Mobilization and Demobilization do not include activities for specific items of14
work for which payment is provided elsewhere in the contract.15
4.Emergency Mobilizations and Demobilization for Miscellaneous Projects16
a.A Mobilization for Miscellaneous Projects when directed by the City and the17
mobilization occurs within 24 hours of the issuance of the Work Order.18
B.Deviations from this City of Fort Worth Standard Specification19
1.None.20
C.Related Specification Sections include, but are not necessarily limited to:21
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract22
2.Division 1 – General Requirements23
1.2 PRICE AND PAYMENT PROCEDURES24
A.Measurement and Payment [Consult City Department/Division for direction on if25
Mobilization pay item to be included or the item should be subsidiary. Include the26
appropriate Section 1.2 A. 1.]27
1.Mobilization and Demobilization28
a.Measure29
1)This Item is considered subsidiary to the various Items bid.30
b.Payment31
1)The work performed and materials furnished in accordance with this Item32
are subsidiary to the various Items bid and no other compensation will be33
allowed.34
2.Remobilization for suspension of Work as specifically required in the Contract35
Documents36
a.Measurement37
1)Measurement for this Item shall be per each remobilization performed.38
b.Payment39
1)The work performed and materials furnished in accordance with this Item40
and measured as provided under “Measurement” will be paid for at the unit41
price per each “Specified Remobilization” in accordance with Contract42
Documents.43
c.The price shall include:44
1)Demobilization as described in Section 1.1.A.2.a.1)45
2)Remobilization as described in Section 1.1.A.2.a.2)46
01 70 00 - 3
MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised November 22, 2016
d.No payments will be made for standby, idle time, or lost profits associated this1
Item.2
3.Remobilization for suspension of Work as required by City3
a.Measurement and Payment4
1)This shall be submitted as a Contract Claim in accordance with Article 105
of Section 00 72 00.6
2)No payments will be made for standby, idle time, or lost profits associated7
with this Item.8
4.Mobilizations and Demobilizations for Miscellaneous Projects9
a.Measurement10
1)Measurement for this Item shall be for each Mobilization and11
Demobilization required by the Contract Documents12
b.Payment13
1)The Work performed and materials furnished in accordance with this Item14
and measured as provided under “Measurement” will be paid for at the unit15
price per each “Work Order Mobilization” in accordance with Contract16
Documents. Demobilization shall be considered subsidiary to mobilization17
and shall not be paid for separately.18
c.The price shall include:19
1)Mobilization as described in Section 1.1.A.3.a.1)20
2)Demobilization as described in Section 1.1.A.3.a.2)21
d.No payments will be made for standby, idle time, or lost profits associated this22
Item.23
5.Emergency Mobilizations and Demobilizations for Miscellaneous Projects24
a.Measurement25
1)Measurement for this Item shall be for each Mobilization and26
Demobilization required by the Contract Documents27
b.Payment28
1)The Work performed and materials furnished in accordance with this Item29
and measured as provided under “Measurement” will be paid for at the unit30
price per each “Work Order Emergency Mobilization” in accordance with31
Contract Documents. Demobilization shall be considered subsidiary to32
mobilization and shall not be paid for separately.33
c.The price shall include34
1)Mobilization as described in Section 1.1.A.4.a)35
2)Demobilization as described in Section 1.1.A.3.a.2)36
d.No payments will be made for standby, idle time, or lost profits associated this37
Item.38
1.3 REFERENCES [NOT USED]39
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]40
1.5 SUBMITTALS [NOT USED]41
1.6 INFORMATIONAL SUBMITTALS [NOT USED]42
1.7 CLOSEOUT SUBMITTALS [NOT USED]43
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]44
01 70 00 - 4
MOBILIZATION AND REMOBILIZATION
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised November 22, 2016
1.9 QUALITY ASSURANCE [NOT USED]1
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]2
1.11 FIELD [SITE] CONDITIONS [NOT USED]3
1.12 WARRANTY [NOT USED]4
PART 2 -PRODUCTS [NOT USED]5
PART 3 -EXECUTION [NOT USED]6
END OF SECTION7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to
make specification flexible for either subsidiary or paid bid item for Mobilization.
9
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
SECTION 01 71 231
CONSTRUCTION STAKING AND SURVEY2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1. Requirements for construction staking and construction survey6
B.Deviations from this City of Fort Worth Standard Specification7
1. See Changes (Highlighted in Yellow).8
C.Related Specification Sections include, but are not necessarily limited to:9
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract10
2.Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A.Measurement and Payment13
1.Construction Staking14
a.Measurement15
1)This Item is considered subsidiary to the various Items bid.16
b.Payment17
1)The work performed and the materials furnished in accordance with this18
Item are subsidiary to the various Items bid and no other compensation will19
be allowed.20
2.Construction Survey21
a.Measurement22
1)This Item is considered subsidiary to the various Items bid.23
b.Payment24
1)The work performed and the materials furnished in accordance with this25
Item are subsidiary to the various Items bid and no other compensation will be26
allowed.27
3.As-Built Survey28
a.Measurement29
1)This Item is considered subsidiary to the various Items bid.30
b.Payment31
1)The work performed and the materials furnished in accordance with this32
Item are subsidiary to the various Items bid and no other compensation will be33
allowed.34
35
36
37
38
39
40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
1.3 REFERENCES1
A.Definitions2
1.Construction Survey - The survey measurements made prior to or while3
construction is in progress to control elevation, horizontal position, dimensions and4
configuration of structures/improvements included in the Project Drawings.5
2.As-built Survey –The measurements made after the construction of the6
improvement features are complete to provide position coordinates for the features7
of a project.8
3.Construction Staking – The placement of stakes and markings to provide offsets9
and elevations to cut and fill in order to locate on the ground the designed10
structures/improvements included in the Project Drawings. Construction staking11
shall include staking easements and/or right of way if indicated on the plans.12
4.Survey “Field Checks” – Measurements made after construction staking is13
completed and before construction work begins to ensure that structures marked on14
the ground are accurately located per Project Drawings.15
B.Technical References16
1.City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards18
2.City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available19
on City’s Buzzsaw website).20
3.Texas Department of Transportation (TxDOT) Survey Manual, latest revision21
4.Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land22
Surveying in the State of Texas, Category 523
24
1.4 ADMINISTRATIVE REQUIREMENTS25
A.The Contractor’s selection of a surveyor must comply with Texas Government26
Code 2254 (qualifications based selection) for this project.27
1.5 SUBMITTALS28
A.Submittals, if required, shall be in accordance with Section 01 33 00.29
B.All submittals shall be received and reviewed by the City prior to delivery of work.30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS31
A.Field Quality Control Submittals32
1. Documentation verifying accuracy of field engineering work, including coordinate33
conversions if plans do not indicate grid or ground coordinates.34
2.Submit “Cut-Sheets” conforming to the standard template provided by the City35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards).36
37
1.7 CLOSEOUT SUBMITTALS38
B. As-built Redline Drawing Submittal39
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
1.Submit As-Built Survey Redline Drawings documenting the locations/elevations of1
constructed improvements signed and sealed by Registered Professional Land2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A3
– Survey Staking Standards) .4
2.Contractor shall submit the proposed as-built and completed redline drawing5
submittal one (1) week prior to scheduling the project final inspection for City6
review and comment. Revisions, if necessary, shall be made to the as-built redline7
drawings and resubmitted to the City prior to scheduling the construction final8
inspection.9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]10
1.9 QUALITY ASSURANCE11
A.Construction Staking12
1.Construction staking will be performed by the Contractor.13
2.Coordination14
a.Contact City and Developer’s Project Representative at least one week in15
advance notifying the City of when Construction Staking is scheduled.16
b.It is the Contractor’s responsibility to coordinate staking such that17
construction activities are not delayed or negatively impacted.18
3.General19
a.Contractor is responsible for preserving and maintaining stakes. If City20
surveyors or Developer’s Project Representative are required to re-stake for21
any reason, the Contractor will be responsible for costs to perform staking. If22
in the opinion of the City, a sufficient number of stakes or markings have been23
lost, destroyed disturbed or omitted that the contracted Work cannot take place24
then the Contractor will be required to stake or re-stake the deficient areas.25
B.Construction Survey26
1.Construction Survey will be performed by the Contractor.27
2.Coordination28
a.Contractor to verify that horizontal and vertical control data established in the29
design survey and required for construction survey is available and in place.30
3.General31
a.Construction survey will be performed in order to construct the work shown32
on the Construction Drawings and specified in the Contract Documents.33
b.For construction methods other than open cut, the Contractor shall perform34
construction survey and verify control data including, but not limited to, the35
following:36
1)Verification that established benchmarks and control are accurate.37
2)Use of Benchmarks to furnish and maintain all reference lines and grades38
for tunneling.39
3)Use of line and grades to establish the location of the pipe.40
4)Submit to the City copies of field notes used to establish all lines and41
grades, if requested, and allow the City to check guidance system setup prior42
to beginning each tunneling drive.43
5)Provide access for the City, if requested, to verify the guidance system and44
the line and grade of the carrier pipe.45
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
6)The Contractor remains fully responsible for the accuracy of the work and1
correction of it, as required.2
7)Monitor line and grade continuously during construction.3
8)Record deviation with respect to design line and grade once at each pipe4
joint and submit daily records to the City.5
9)If the installation does not meet the specified tolerances (as outlined in6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct7
the installation in accordance with the Contract Documents.8
C. As-Built Survey9
1.Required As-Built Survey will be performed by the Contractor.10
2.Coordination11
a.Contractor is to coordinate with City to confirm which features require as-12
built surveying.13
b.It is the Contractor’s responsibility to coordinate the as-built survey and14
required measurements for items that are to be buried such that construction15
activities are not delayed or negatively impacted.16
c.For sewer mains and water mains 12” and under in diameter, it is acceptable17
to physically measure depth and mark the location during the progress of18
construction and take as-built survey after the facility has been buried. The19
Contractor is responsible for the quality control needed to ensure accuracy.20
3.General21
a.The Contractor shall provide as-built survey including the elevation and22
location (and provide written documentation to the City) of construction23
features during the progress of the construction including the following:24
1)Water Lines25
a)Top of pipe elevations and coordinates for waterlines at the following26
locations:27
(1)Minimum every 250 linear feet, including28
(2)Horizontal and vertical points of inflection, curvature,29
etc.30
(3)Fire line tee31
(4)Plugs, stub-outs, dead-end lines32
(5)Casing pipe (each end) and all buried fittings33
2)Sanitary Sewer34
a)Top of pipe elevations and coordinates for force mains and siphon35
sanitary sewer lines (non-gravity facilities) at the following locations:36
(1)Minimum every 250 linear feet and any buried fittings37
(2)Horizontal and vertical points of inflection, curvature,38
etc.39
3)Stormwater – Not Applicable40
b.The Contractor shall provide as-built survey including the elevation and41
location (and provide written documentation to the City) of construction42
features after the construction is completed including the following:43
1)Manholes44
a)Rim and flowline elevations and coordinates for each manhole45
2)Water Lines46
a)Cathodic protection test stations47
b)Sampling stations48
c)Meter boxes/vaults (All sizes)49
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
d)Fire hydrants1
e)Valves (gate, butterfly, etc.)2
f)Air Release valves (Manhole rim and vent pipe)3
g)Blow off valves (Manhole rim and valve lid)4
h)Pressure plane valves5
i)Underground Vaults6
(1)Rim and flowline elevations and coordinates for each7
Underground Vault.8
3)Sanitary Sewer9
a)Cleanouts10
(1)Rim and flowline elevations and coordinates for each11
b)Manholes and Junction Structures12
(1)Rim and flowline elevations and coordinates for each13
manhole and junction structure.14
4)Stormwater – Not Applicable15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]16
1.11 FIELD [SITE] CONDITIONS [NOT USED]17
1.12 WARRANTY18
PART 2 -PRODUCTS19
A.A construction survey will produce, but will not be limited to:20
1.Recovery of relevant control points, points of curvature and points of intersection.21
2.Establish temporary horizontal and vertical control elevations (benchmarks)22
sufficiently permanent and located in a manner to be used throughout construction.23
3.The location of planned facilities, easements and improvements.24
a.Establishing final line and grade stakes for piers, floors, grade beams, parking25
areas, utilities, streets, highways, tunnels, and other construction.26
b.A record of revisions or corrections noted in an orderly manner for reference.27
c.A drawing, when required by the client, indicating the horizontal and vertical28
location of facilities, easements and improvements, as built.29
4.Cut sheets shall be provided to the City inspector and Survey Superintendent for all30
construction staking projects. These cut sheets shall be on the standard city template31
which can be obtained from the Survey Superintendent (817-392-7925).32
5.Digital survey files in the following formats shall be acceptable:33
a. AutoCAD (.dwg)34
b.ESRI Shapefile (.shp)35
c.CSV file (.csv), formatted with X and Y coordinates in separate columns (use36
standard templates, if available)37
6. Survey files shall include vertical and horizontal data tied to original project38
control and benchmarks, and shall include feature descriptions39
PART 3 -EXECUTION40
3.1 INSTALLERS41
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
A.Tolerances:1
1.The staked location of any improvement or facility should be as accurate as2
practical and necessary. The degree of precision required is dependent on many3
factors all of which must remain judgmental. The tolerances listed hereafter are4
based on generalities and, under certain circumstances, shall yield to specific5
requirements. The surveyor shall assess any situation by review of the overall plans6
and through consultation with responsible parties as to the need for specific7
tolerances.8
a.Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed10
1.0 ft. tolerance.11
b.Horizontal alignment on a structure shall be within .0.1ft tolerance.12
c.Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and13
walkways shall be located within the confines of the site boundaries and,14
occasionally, along a boundary or any other restrictive line. Away from any15
restrictive line, these facilities should be staked with an accuracy producing no16
more than 0.05ft. tolerance from their specified locations.17
d.Underground and overhead utilities, such as sewers, gas, water, telephone and18
electric lines, shall be located horizontally within their prescribed areas or19
easements. Within assigned areas, these utilities should be staked with an20
accuracy producing no more than 0.1 ft tolerance from a specified location.21
e.The accuracy required for the vertical location of utilities varies widely. Many22
underground utilities require only a minimum cover and a tolerance of 0.1 ft.23
should be maintained. Underground and overhead utilities on planned profile,24
but not depending on gravity flow for performance, should not exceed 0.1 ft.25
tolerance.26
B.Surveying instruments shall be kept in close adjustment according to manufacturer’s27
specifications or in compliance to standards. The City reserves the right to request a28
calibration report at any time and recommends regular maintenance schedule be29
performed by a certified technician every 6 months.30
1.Field measurements of angles and distances shall be done in such fashion as to31
satisfy the closures and tolerances expressed in Part 3.1.A.32
2.Vertical locations shall be established from a pre-established benchmark and33
checked by closing to a different bench mark on the same datum.34
3.Construction survey field work shall correspond to the client’s plans. Irregularities35
or conflicts found shall be reported promptly to the City.36
4.Revisions, corrections and other pertinent data shall be logged for future reference.37
38
3.2 EXAMINATION [NOT USED]39
3.3 PREPARATION [NOT USED]40
3.4 APPLICATION41
3.5 REPAIR / RESTORATION42
A.If the Contractor’s work damages or destroys one or more of the control43
monuments/points set by the City or Developer’s Project Representative, the monuments44
shall be adequately referenced for expedient restoration.45
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CONSTRUCTION STAKING AND SURVEY
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
1.Notify City or Developer’s Project Representative if any control data needs to be1
restored or replaced due to damage caused during construction operations.2
a.Contractor shall perform replacements and/or restorations.3
b.The City or Developer’s Project Representative may require at any time a4
survey “Field Check” of any monument or benchmarks that are set be verified5
by the City surveyors or Developer’s Project Representative before further6
associated work can move forward.7
3.6 RE-INSTALLATION [NOT USED]8
3.7 FIELD [OR] SITE QUALITY CONTROL9
A.It is the Contractor’s responsibility to maintain all stakes and control data placed by the10
City or Developer’s Project Representative in accordance with this Specification. This11
includes easements and right of way, if noted on the plans.12
B.Do not change or relocate stakes or control data without approval from the City.13
3.8 SYSTEM STARTUP14
A.Survey Checks15
1.The City reserves the right to perform a Survey Check at any time deemed16
necessary.17
2.Checks by City personnel or 3rd party contracted surveyor are not intended to18
relieve the contractor of his/her responsibility for accuracy.19
20
3.9 ADJUSTING [NOT USED]21
3.10 CLEANING [NOT USED]22
3.11 CLOSEOUT ACTIVITIES [NOT USED]23
3.12 PROTECTION [NOT USED]24
3.13 MAINTENANCE [NOT USED]25
3.14 ATTACHMENTS [NOT USED]26
END OF SECTION27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
01 74 23 - 1
DAP CLEANING
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 74 231
CLEANING2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Intermediate and final cleaning for Work not including special cleaning of closed6
systems specified elsewhere7
B. Deviations from this City of Fort Worth Standard Specification8
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 Contract11
2. Division 1 – General Requirements12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding13
1.2 PRICE AND PAYMENT PROCEDURES14
A. Measurement and Payment15
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 REQUIREMENTS19
A. Scheduling20
1. Schedule cleaning operations so that dust and other contaminants disturbed by21
cleaning process will not fall on newly painted surfaces.22
2. Schedule final cleaning upon completion of Work and immediately prior to final23
inspection.24
1.5 SUBMITTALS [NOT USED]25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]26
1.7 CLOSEOUT SUBMITTALS [NOT USED]27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]28
1.9 QUALITY ASSURANCE [NOT USED]29
1.10 STORAGE, AND HANDLING30
A. Storage and Handling Requirements31
1. Store cleaning products and cleaning wastes in containers specifically designed for32
those materials.33
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]1
1.12 WARRANTY [NOT USED]2
PART 2 - PRODUCTS3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]4
2.2 MATERIALS5
A. Cleaning Agents6
1. Compatible with surface being cleaned7
2. New and uncontaminated8
3. For manufactured surfaces9
a. Material recommended by manufacturer10
2.3 ACCESSORIES [NOT USED]11
2.4 SOURCE QUALITY CONTROL [NOT USED]12
PART 3 - EXECUTION13
3.1 INSTALLERS [NOT USED]14
3.2 EXAMINATION [NOT USED]15
3.3 PREPARATION [NOT USED]16
3.4 APPLICATION [NOT USED]17
3.5 REPAIR / RESTORATION [NOT USED]18
3.6 RE-INSTALLATION [NOT USED]19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]20
3.8 SYSTEM STARTUP [NOT USED]21
3.9 ADJUSTING [NOT USED]22
3.10 CLEANING23
A. General24
1. Prevent accumulation of wastes that create hazardous conditions.25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of26
governing authorities.27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in28
storm or sanitary drains or sewers.29
4. Dispose of degradable debris at an approved solid waste disposal site.30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an31
alternate manner approved by City and regulatory agencies.32
33
34
35
36
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible.1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with2
this project.3
8. Remove all signs of temporary construction and activities incidental to construction4
of required permanent Work.5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to6
have the cleaning completed at the expense of the Contractor.7
10. Do not burn on-site.8
B. Intermediate Cleaning during Construction9
1. Keep Work areas clean so as not to hinder health, safety or convenience of10
personnel in existing facility operations.11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.12
3. Confine construction debris daily in strategically located container(s):13
a. Cover to prevent blowing by wind14
b. Store debris away from construction or operational activities15
c. Haul from site at a minimum of once per week16
4. Vacuum clean interior areas when ready to receive finish painting.17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which19
may become airborne or transported by flowing water during the storm.20
C. Exterior (Site or Right of Way) Final Cleaning21
1. Remove trash and debris containers from site.22
a. Re-seed areas disturbed by location of trash and debris containers in accordance23
with Section 32 92 13.24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object25
that may hinder or disrupt the flow of traffic along the roadway.26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,27
junction boxes and inlets.28
4. If no longer required for maintenance of erosion facilities, and upon approval by29
City, remove erosion control from site.30
Clean signs, lights, signals, etc.31
3.11 CLOSEOUT ACTIVITIES [NOT USED]32
3.12 PROTECTION [NOT USED]33
3.13 MAINTENANCE [NOT USED]34
3.14 ATTACHMENTS [NOT USED]35
36
37
38
39
40
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
END OF SECTION1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 77 191
CLOSEOUT REQUIREMENTS2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. The procedure for closing out a contract6
B. Deviations from this City of Fort Worth Standard Specification7
1. None.8
C. Related Specification Sections include, but are not necessarily limited to:9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract10
1. Division 1 – General Requirements11
1.2 PRICE AND PAYMENT PROCEDURES12
A. Measurement and Payment13
1. Work associated with this Item is considered subsidiary to the various Items bid.14
No separate payment will be allowed for this Item.15
1.3 REFERENCES [NOT USED]16
1.4 ADMINISTRATIVE REQUIREMENTS17
A. Guarantees, Bonds and Affidavits18
1. No application for final payment will be accepted until all guarantees, bonds,19
certificates, licenses and affidavits required for Work or equipment as specified are20
satisfactorily filed with the City.21
B. Release of Liens or Claims22
1. No application for final payment will be accepted until satisfactory evidence of23
release of liens has been submitted to the City.24
1.5 SUBMITTALS25
A. Submit all required documentation to City’s Project Representative.26
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DAP CLOSEOUT REQUIREMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]1
1.7 CLOSEOUT SUBMITTALS [NOT USED]2
PAT 2 - PRODUCTS [NOT USED]3
PART 3 - EXECUTION4
3.1 INSTALLERS [NOT USED]5
3.2 EXAMINATION [NOT USED]6
3.3 PREPARATION [NOT USED]7
3.4 CLOSEOUT PROCEDURE8
A. Prior to requesting Final Inspection, submit:9
1. Project Record Documents in accordance with Section 01 78 3910
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 2311
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section12
01 74 23.13
C. Final Inspection14
1. After final cleaning, provide notice to the City Project Representative that the Work15
is completed.16
a. The City will make an initial Final Inspection with the Contractor present.17
b. Upon completion of this inspection, the City will notify the Contractor, in18
writing within 10 business days, of any particulars in which this inspection19
reveals that the Work is defective or incomplete.20
2. Upon receiving written notice from the City, immediately undertake the Work21
required to remedy deficiencies and complete the Work to the satisfaction of the22
City.23
3. Upon completion of Work associated with the items listed in the City's written24
notice, inform the City, that the required Work has been completed. Upon receipt25
of this notice, the City, in the presence of the Contractor, will make a subsequent26
Final Inspection of the project.27
4. Provide all special accessories required to place each item of equipment in full28
operation. These special accessory items include, but are not limited to:29
a. Specified spare parts30
b. Adequate oil and grease as required for the first lubrication of the equipment31
c. Initial fill up of all chemical tanks and fuel tanks32
d. Light bulbs33
e. Fuses34
f. Vault keys35
g. Handwheels36
h. Other expendable items as required for initial start-up and operation of all37
equipment38
D. Notice of Project Completion39
40
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DAP CLOSEOUT REQUIREMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).2
E. Supporting Documentation3
1. Coordinate with the City Project Representative to complete the following4
additional forms:5
a. Final Payment Request6
b. Statement of Contract Time7
c. Affidavit of Payment and Release of Liens8
d. Consent of Surety to Final Payment9
e. Pipe Report (if required)10
f. Contractor’s Evaluation of City11
g. Performance Evaluation of Contractor12
F. Letter of Final Acceptance13
1. Upon review and acceptance of Notice of Project Completion and Supporting14
Documentation, in accordance with General Conditions, City will issue Letter of15
Final Acceptance and release the Final Payment Request for payment.16
3.5 REPAIR / RESTORATION [NOT USED]17
3.6 RE-INSTALLATION [NOT USED]18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]19
3.8 SYSTEM STARTUP [NOT USED]20
3.9 ADJUSTING [NOT USED]21
3.10 CLEANING [NOT USED]22
3.11 CLOSEOUT ACTIVITIES [NOT USED]23
3.12 PROTECTION [NOT USED]24
3.13 MAINTENANCE [NOT USED]25
3.14 ATTACHMENTS [NOT USED]26
END OF SECTION27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
Operation and Maintenance Data
Page 1 of 5
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 78 231
OPERATION AND MAINTENANCE DATA2
PART 1 - GENERAL3
1.1 SUMMARY4
A. Section Includes:5
1. Product data and related information appropriate for City's maintenance and6
operation of products furnished under Contract7
2. Such products may include, but are not limited to:8
a. Traffic Controllers9
b. Irrigation Controllers (to be operated by the City)10
c. Butterfly Valves11
B. Deviations from this City of Fort Worth Standard Specification12
1. None.13
C. Related Specification Sections include, but are not necessarily limited to:14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract15
2. Division 1 – General Requirements16
1.2 PRICE AND PAYMENT PROCEDURES17
A. Measurement and Payment18
1. Work associated with this Item is considered subsidiary to the various Items bid.19
No separate payment will be allowed for this Item.20
1.3 REFERENCES [NOT USED]21
1.4 ADMINISTRATIVE REQUIREMENTS22
A. Schedule23
1. Submit manuals in final form to the City within 30 calendar days of product24
shipment to the project site.25
1.5 SUBMITTALS26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be27
approved by the City prior to delivery.28
1.6 INFORMATIONAL SUBMITTALS29
A. Submittal Form30
1. Prepare data in form of an instructional manual for use by City personnel.31
2. Format32
a. Size: 8 ½ inches x 11 inches33
b. Paper34
1) 40 pound minimum, white, for typed pages35
2) Holes reinforced with plastic, cloth or metal36
c. Text: Manufacturer’s printed data, or neatly typewritten37
38
39
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Operation and Maintenance Data
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
d. Drawings1
1) Provide reinforced punched binder tab, bind in with text2
2) Reduce larger drawings and fold to size of text pages.3
e. Provide fly-leaf for each separate product, or each piece of operating4
equipment.5
1) Provide typed description of product, and major component parts of6
equipment.7
2) Provide indexed tabs.8
f. Cover9
1) Identify each volume with typed or printed title "OPERATING AND10
MAINTENANCE INSTRUCTIONS".11
2) List:12
a) Title of Project13
b) Identity of separate structure as applicable14
c) Identity of general subject matter covered in the manual15
3. Binders16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers17
b. When multiple binders are used, correlate the data into related consistent18
groupings.19
4. If available, provide an electronic form of the O&M Manual.20
B. Manual Content21
1. Neatly typewritten table of contents for each volume, arranged in systematic order22
a. Contractor, name of responsible principal, address and telephone number23
b. A list of each product required to be included, indexed to content of the volume24
c. List, with each product:25
1) The name, address and telephone number of the subcontractor or installer26
2) A list of each product required to be included, indexed to content of the27
volume28
3) Identify area of responsibility of each29
4) Local source of supply for parts and replacement30
d. Identify each product-by-product name and other identifying symbols as set31
forth in Contract Documents.32
2. Product Data33
a. Include only those sheets which are pertinent to the specific product.34
b. Annotate each sheet to:35
1) Clearly identify specific product or part installed36
2) Clearly identify data applicable to installation37
3) Delete references to inapplicable information38
3. Drawings39
a. Supplement product data with drawings as necessary to clearly illustrate:40
1) Relations of component parts of equipment and systems41
2) Control and flow diagrams42
b. Coordinate drawings with information in Project Record Documents to assure43
correct illustration of completed installation.44
c. Do not use Project Record Drawings as maintenance drawings.45
4. Written text, as required to supplement product data for the particular installation:46
a. Organize in consistent format under separate headings for different procedures.47
b. Provide logical sequence of instructions of each procedure.48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued1
a. Provide information sheet for City personnel giving:2
1) Proper procedures in event of failure3
2) Instances which might affect validity of warranties or bonds4
C. Manual for Materials and Finishes5
1. Submit 5 copies of complete manual in final form.6
2. Content, for architectural products, applied materials and finishes:7
a. Manufacturer's data, giving full information on products8
1) Catalog number, size, composition9
2) Color and texture designations10
3) Information required for reordering special manufactured products11
b. Instructions for care and maintenance12
1) Manufacturer's recommendation for types of cleaning agents and methods13
2) Cautions against cleaning agents and methods which are detrimental to14
product15
3) Recommended schedule for cleaning and maintenance16
3. Content, for moisture protection and weather exposure products:17
a. Manufacturer's data, giving full information on products18
1) Applicable standards19
2) Chemical composition20
3) Details of installation21
b. Instructions for inspection, maintenance and repair22
D. Manual for Equipment and Systems23
1. Submit 5 copies of complete manual in final form.24
2. Content, for each unit of equipment and system, as appropriate:25
a. Description of unit and component parts26
1) Function, normal operating characteristics and limiting conditions27
2) Performance curves, engineering data and tests28
3) Complete nomenclature and commercial number of replaceable parts29
b. Operating procedures30
1) Start-up, break-in, routine and normal operating instructions31
2) Regulation, control, stopping, shut-down and emergency instructions32
3) Summer and winter operating instructions33
4) Special operating instructions34
c. Maintenance procedures35
1) Routine operations36
2) Guide to "trouble shooting"37
3) Disassembly, repair and reassembly38
4) Alignment, adjusting and checking39
d. Servicing and lubrication schedule40
1) List of lubricants required41
e. Manufacturer's printed operating and maintenance instructions42
f. Description of sequence of operation by control manufacturer43
1) Predicted life of parts subject to wear44
2) Items recommended to be stocked as spare parts45
g. As installed control diagrams by controls manufacturer46
h. Each contractor's coordination drawings47
1) As installed color coded piping diagrams48
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve1
j. List of original manufacturer's spare parts, manufacturer's current prices, and2
recommended quantities to be maintained in storage3
k. Other data as required under pertinent Sections of Specifications4
3. Content, for each electric and electronic system, as appropriate:5
a. Description of system and component parts6
1) Function, normal operating characteristics, and limiting conditions7
2) Performance curves, engineering data and tests8
3) Complete nomenclature and commercial number of replaceable parts9
b. Circuit directories of panelboards10
1) Electrical service11
2) Controls12
3) Communications13
c. As installed color coded wiring diagrams14
d. Operating procedures15
1) Routine and normal operating instructions16
2) Sequences required17
3) Special operating instructions18
e. Maintenance procedures19
1) Routine operations20
2) Guide to "trouble shooting"21
3) Disassembly, repair and reassembly22
4) Adjustment and checking23
f. Manufacturer's printed operating and maintenance instructions24
g. List of original manufacturer's spare parts, manufacturer's current prices, and25
recommended quantities to be maintained in storage26
h. Other data as required under pertinent Sections of Specifications27
4. Prepare and include additional data when the need for such data becomes apparent28
during instruction of City's personnel.29
1.7 CLOSEOUT SUBMITTALS [NOT USED]30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]31
1.9 QUALITY ASSURANCE32
A. Provide operation and maintenance data by personnel with the following criteria:33
1. Trained and experienced in maintenance and operation of described products34
2. Skilled as technical writer to the extent required to communicate essential data35
3. Skilled as draftsman competent to prepare required drawings36
37
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]1
1.11 FIELD [SITE] CONDITIONS [NOT USED]2
1.12 WARRANTY [NOT USED]3
PART 2 - PRODUCTS [NOT USED]4
PART 3 - EXECUTION [NOT USED]5
END OF SECTION6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
SECTION 01 78 391
PROJECT RECORD DOCUMENTS2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.Work associated with the documenting the project and recording changes to project6
documents, including:7
a.Record Drawings8
b.Water Meter Service Reports9
c.Sanitary Sewer Service Reports10
d.Large Water Meter Reports11
B.Deviations from this City of Fort Worth Standard Specification12
1.None.13
C.Related Specification Sections include, but are not necessarily limited to:14
1.Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract15
2.Division 1 – General Requirements16
1.2 PRICE AND PAYMENT PROCEDURES17
A.Measurement and Payment18
1.Work associated with this Item is considered subsidiary to the various Items bid.19
No separate payment will be allowed for this Item.20
1.3 REFERENCES [NOT USED]21
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]22
1.5 SUBMITTALS23
A.Prior to submitting a request for Final Inspection, deliver Project Record Documents to24
City’s Project Representative.25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]26
1.7 CLOSEOUT SUBMITTALS [NOT USED]27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]28
1.9 QUALITY ASSURANCE29
A.Accuracy of Records30
1.Thoroughly coordinate changes within the Record Documents, making adequate31
and proper entries on each page of Specifications and each sheet of Drawings and32
other Documents where such entry is required to show the change properly.33
2.Accuracy of records shall be such that future search for items shown in the Contract34
Documents may rely reasonably on information obtained from the approved Project35
Record Documents.36
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
3.To facilitate accuracy of records, make entries within 24 hours after receipt of1
information that the change has occurred.2
4.Provide factual information regarding all aspects of the Work, both concealed and3
visible, to enable future modification of the Work to proceed without lengthy and4
expensive site measurement, investigation and examination.5
1.10 STORAGE AND HANDLING6
A.Storage and Handling Requirements7
1.Maintain the job set of Record Documents completely protected from deterioration8
and from loss and damage until completion of the Work and transfer of all recorded9
data to the final Project Record Documents.10
2.In the event of loss of recorded data, use means necessary to again secure the data11
to the City's approval.12
a.In such case, provide replacements to the standards originally required by the13
Contract Documents.14
1.11 FIELD [SITE] CONDITIONS [NOT USED]15
1.12 WARRANTY [NOT USED]16
PART 2 -PRODUCTS17
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]18
2.2 RECORD DOCUMENTS19
A.Job set20
1.Promptly following receipt of the Notice to Proceed, secure from the City, at no21
charge to the Contractor, 1 complete set of all Documents comprising the Contract.22
B.Final Record Documents23
1.At a time nearing the completion of the Work and prior to Final Inspection, provide24
the City 1 complete set of all Final Record Drawings in the Contract.25
2.3 ACCESSORIES [NOT USED]26
2.4 SOURCE QUALITY CONTROL [NOT USED]27
PART 3 -EXECUTION28
3.1 INSTALLERS [NOT USED]29
3.2 EXAMINATION [NOT USED]30
3.3 PREPARATION [NOT USED]31
3.4 MAINTENANCE DOCUMENTS32
A.Maintenance of Job Set33
1.Immediately upon receipt of the job set, identify each of the Documents with the34
title, "RECORD DOCUMENTS - JOB SET".35
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
2.Preservation1
a.Considering the Contract completion time, the probable number of occasions2
upon which the job set must be taken out for new entries and for examination,3
and the conditions under which these activities will be performed, devise a4
suitable method for protecting the job set.5
b.Do not use the job set for any purpose except entry of new data and for review6
by the City, until start of transfer of data to final Project Record Documents.7
c.Maintain the job set at the site of work.8
3.Coordination with Construction Survey9
a.At a minimum clearly mark any deviations from Contract Documents10
associated with installation of the infrastructure.11
4.Making entries on Drawings12
a.Record any deviations from Contract Documents.13
b.Use an erasable colored pencil (not ink or indelible pencil), clearly describe the14
change by graphic line and note as required.15
c.Date all entries.16
d.Call attention to the entry by a "cloud" drawn around the area or areas affected.17
e.In the event of overlapping changes, use different colors for the overlapping18
changes.19
5.Conversion of schematic layouts20
a.In some cases on the Drawings, arrangements of conduits, circuits, piping,21
ducts, and similar items, are shown schematically and are not intended to22
portray precise physical layout.23
1)Final physical arrangement is determined by the Contractor, subject to the24
City's approval.25
2)However, design of future modifications of the facility may require26
accurate information as to the final physical layout of items which are27
shown only schematically on the Drawings.28
b.Show on the job set of Record Drawings, by dimension accurate to within 129
inch, the centerline of each run of items.30
1)Final physical arrangement is determined by the Contractor, subject to the31
City's approval.32
2)Show, by symbol or note, the vertical location of the Item ("under slab", "in33
ceiling plenum", "exposed", and the like).34
3)Make all identification sufficiently descriptive that it may be related35
reliably to the Specifications.36
c.The City may waive the requirements for conversion of schematic layouts37
where, in the City's judgment, conversion serves no useful purpose. However,38
do not rely upon waivers being issued except as specifically issued in writing39
by the City.40
B.Final Project Record Documents41
1.Transfer of data to Drawings42
a.Carefully transfer change data shown on the job set of Record Drawings to the43
corresponding final documents, coordinating the changes as required.44
b.Clearly indicate at each affected detail and other Drawing a full description of45
changes made during construction, and the actual location of items.46
c.Call attention to each entry by drawing a "cloud" around the area or areas47
affected.48
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DAP PROJECT RECORD DOCUMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103762
Revised April 7, 2014
d.Make changes neatly, consistently and with the proper media to assure1
longevity and clear reproduction.2
2.Transfer of data to other Documents3
a.If the Documents, other than Drawings, have been kept clean during progress of4
the Work, and if entries thereon have been orderly to the approval of the City,5
the job set of those Documents, other than Drawings, will be accepted as final6
Record Documents.7
b.If any such Document is not so approved by the City, secure a new copy of that8
Document from the City at the City's usual charge for reproduction and9
handling, and carefully transfer the change data to the new copy to the approval10
of the City.11
3.5 REPAIR / RESTORATION [NOT USED]12
3.6 RE-INSTALLATION [NOT USED]13
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]14
3.8 SYSTEM STARTUP [NOT USED]15
3.9 ADJUSTING [NOT USED]16
3.10 CLEANING [NOT USED]17
3.11 CLOSEOUT ACTIVITIES [NOT USED]18
3.12 PROTECTION [NOT USED]19
3.13 MAINTENANCE [NOT USED]20
3.14 ATTACHMENTS [NOT USED]21
END OF SECTION22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
02 41 13 - 1
SELECTIVE SITE DEMOLITION
Page 1 of 5
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised December 20, 2012
SECTION 02 41 131
SELECTIVE SITE DEMOLITION2
PART 1 -GENERAL3
1.1 SUMMARY4
A.Section Includes:5
1.Removing sidewalks and steps6
2.Removing ADA ramps and landings7
3.Removing driveways8
4.Removing fences9
5.Removing guardrail10
6.Removing retaining walls (less than 4 feet tall)11
7.Removing mailboxes12
8.Removing rip rap13
9.Removing miscellaneous concrete structures including porches and foundations14
10.Disposal of removed materials15
B.Deviations this from City of Fort Worth Standard Specification16
1.None.17
C.Related Specification Sections include, but are not necessarily limited to:18
1.Division 0 – Bidding Requirements, Contract Forms, and Conditions of the19
Contract20
2.Division 1 – General Requirements21
3.Section 31 23 23 – Borrow22
1.2 PRICE AND PAYMENT PROCEDURES23
A.Measurement and Payment24
1.Measurement25
a.Remove Sidewalk: Measure by square foot.26
b.Remove Steps: measure by the square foot as seen in the plan view only.27
c.Remove ADA Ramp: measure by each.28
d.Remove Driveway: measure by the square foot by type.29
e.Remove Fence: measure by the linear foot.30
f.Remove Guardrail: measure by the linear foot along the face of the rail in place31
including metal beam guard fence transitions and single guard rail terminal32
sections from the center of end posts.33
g.Remove Retaining Wall (less than 4 feet tall): measure by the linear foot34
h.Remove Mailbox: measure by each.35
i.Remove Rip Rap: measure by the square foot.36
j.Remove Miscellaneous Concrete Structure: measure by the lump sum.37
2.Payment38
02 41 13 - 2
SELECTIVE SITE DEMOLITION
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised December 20, 2012
a.Remove Sidewalk: full compensation for saw cutting, removal, hauling,1
disposal, tools, equipment, labor and incidentals needed to execute work.2
Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts3
as a wall footing) shall be paid as sidewalk removal. For utility projects, this4
Item shall be considered subsidiary to the trench and no other compensation5
will be allowed.6
b.Remove Steps: full compensation for saw cutting, removal, hauling, disposal,7
tools, equipment, labor and incidentals needed to execute work. For utility8
projects, this Item shall be considered subsidiary to the trench and no other9
compensation will be allowed.10
c.Remove ADA Ramp and landing: full compensation for saw cutting, removal,11
hauling, disposal, tools, equipment, labor and incidentals needed to execute12
work. Work includes ramp landing removal. For utility projects, this Item shall13
be considered subsidiary to the trench and no other compensation will be14
allowed.15
d.Remove Driveway: full compensation for saw cutting, removal, hauling,16
disposal, tools, equipment, labor and incidentals needed to remove improved17
driveway by type. For utility projects, this Item shall be considered subsidiary18
to the trench and no other compensation will be allowed.19
e.Remove Fence: full compensation for removal, hauling, disposal, tools,20
equipment, labor and incidentals needed to remove fence. For utility projects,21
this Item shall be considered subsidiary to the trench and no other22
compensation will be allowed.23
f.Remove Guardrail: full compensation for removing materials, loading, hauling,24
unloading, and storing or disposal; furnishing backfill material; backfilling the25
postholes; and equipment, labor, tools, and incidentals. For utility projects, this26
Item shall be considered subsidiary to the trench and no other compensation27
will be allowed.28
g.Remove Retaining Wall (less than 4 feet tall): full compensation for saw29
cutting, removal, hauling, disposal, tools, equipment, labor and incidentals30
needed to execute work. Sidewalk adjacent to or attached to retaining wall31
(including sidewalk that acts as a wall footing) shall be paid as sidewalk32
removal. For utility projects, this Item shall be considered subsidiary to the33
trench and no other compensation will be allowed.34
h.Remove Mailbox: full compensation for removal, hauling, disposal, tools,35
equipment, labor and incidentals needed to execute work. For utility projects,36
this Item shall be considered subsidiary to the trench and no other37
compensation will be allowed.38
i.Remove Rip Rap: full compensation for saw cutting, removal, hauling,39
disposal, tools, equipment, labor and incidentals needed to execute work. For40
utility projects, this Item shall be considered subsidiary to the trench and no41
other compensation will be allowed.42
j.Remove Miscellaneous Concrete Structure: full compensation for saw cutting,43
removal, hauling, disposal, tools, equipment, labor and incidentals needed to44
execute work. For utility projects, this Item shall be considered subsidiary to45
the trench and no other compensation will be allowed.46
1.3 REFERENCES47
A.Definitions48
02 41 13 - 3
SELECTIVE SITE DEMOLITION
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised December 20, 2012
1.Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit1
pavers.2
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]3
1.5 SUBMITTALS [NOT USED]4
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]5
1.7 CLOSEOUT SUBMITTALS [NOT USED]6
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]7
1.9 QUALITY ASSURANCE [NOT USED]8
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]9
1.11 FIELD [SITE] CONDITIONS [NOT USED]10
1.12 WARRANTY [NOT USED]11
PART 2 -PRODUCTS12
2.1 OWNER-FURNISHED PRODUCTS [NOT USED]13
2.2 MATERIALS14
A.Fill Material: See Section 31 23 23.15
2.3 ACCESSORIES [NOT USED]16
2.4 SOURCE QUALITY CONTROL [NOT USED]17
PART 3 -EXECUTION18
3.1 INSTALLERS [NOT USED]19
3.2 EXAMINATION [NOT USED]20
3.3 PREPARATION [NOT USED]21
3.4 REMOVAL22
A.Remove Sidewalk23
1.Remove sidewalk to nearest existing dummy, expansion or construction joint.24
2.Sawcut when removing to nearest joint is not practical. See 3.4.K.25
B.Remove Steps26
1.Remove step to nearest existing dummy, expansion or construction joint.27
2.Sawcut when removing to nearest joint is not practical. See 3.4.K.28
C.Remove ADA Ramp29
1.Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal.30
See 3.4.K.31
2.Remove ramp to nearest existing dummy, expansion or construction joint on32
existing sidewalk.33
D.Remove Driveway34
02 41 13 - 4
SELECTIVE SITE DEMOLITION
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised December 20, 2012
1.Sawcut existing drive, curb and gutter and pavement prior to drive removal. See1
3.4.K.2
2.Remove drive to nearest existing dummy, expansion or construction joint.3
3.Sawcut when removing to nearest joint is not practical. See 3.4.K.4
4.Remove adjacent sidewalk to nearest existing dummy, expansion or construction5
joint on existing sidewalk.6
E.Remove Fence7
1.Remove all fence components above and below ground and backfill with acceptable8
fill material.9
2.Use caution in removing and salvaging fence materials.10
3.Salvaged materials may be used to reconstruct fence as approved by City or as11
shown on Drawings.12
4.Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced13
areas during construction operation and while removing fences.14
F.Remove Guardrail15
1.Remove rail elements in original lengths.16
2.Remove fittings from the posts and the metal rail and then pull the posts.17
3.Do not mar or damage salvageable materials during removal.18
4.Completely remove posts and any concrete surrounding the posts.19
5.Furnish backfill material and backfill the hole with material equal in composition20
and density to the surrounding soil unless otherwise directed.21
6.Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1-22
foot below the new subgrade elevation and leave in place along with the dead man.23
G.Remove Retaining Wall (less than 4 feet tall)24
1.Remove wall to nearest existing joint.25
2.Sawcut when removing to nearest joint is not practical. See 3.4.K.26
3.Removal includes all components of the retaining wall including footings.27
4.Sidewalk adjacent to or attached to retaining wall: See 3.4.A28
H.Remove Mailbox29
1.Salvage existing materials for reuse. Mailbox materials may need to be used for30
reconstruction.31
I.Remove Rip Rap32
1.Remove rip rap to nearest existing dummy, expansion or construction joint.33
2.Sawcut when removing to nearest joint is not practical. See 3.4.K.34
J.Remove Miscellaneous Concrete Structure35
1.Remove portions of miscellaneous concrete structures including foundations and36
slabs that do not interfere with proposed construction to 2 feet below the finished37
ground line.38
2.Cut reinforcement close to the portion of the concrete to remain in place.39
3.Break or perforate the bottom of structures to remain to prevent the entrapment of40
water.41
02 41 13 - 5
SELECTIVE SITE DEMOLITION
Page 5 of 5
CITY OF FORT WORTH Wtr & Pav Imprvmnts to serve Alliance Center North - 9
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103762
Revised December 20, 2012
K.Sawcut1
1.Sawing Equipment2
a.Power-driven3
b.Manufactured for the purpose of sawing pavement4
c.In good operating condition5
d.Shall not spall or fracture the pavement to the removal area6
2.Sawcut perpendicular to the surface completely through existing pavement.7
3.5 REPAIR [NOT USED]8
3.6 RE-INSTALLATION [NOT USED]9
3.7 SITE QUALITY CONTROL [NOT USED]10
3.8 SYSTEM STARTUP [NOT USED]11
3.9 ADJUSTING [NOT USED]12
3.10 CLEANING [NOT USED]13
3.11 CLOSEOUT ACTIVITIES [NOT USED]14
3.12 PROTECTION [NOT USED]15
3.13 MAINTENANCE [NOT USED]16
3.14 ATTACHMENTS [NOT USED]17
END OF SECTION18
19
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects
20
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"
* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110
* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110
* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast
Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"
* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
* From Original Standard Products List 5